Complete Street Policy and Design Guidelines

COMPLETE STREET GUIDELINES RAJKOT

Imprint Published by

Responsible

Deutsche Gesellschaft für Internationale Zusammenarbeit (GIZ) GmbH Registered offices Bonn and Eschborn, Germany B-5/2, Safdarjung Enclave New Delhi-110029 India

Manjunath Sekhar Project Director, SUM-ACA

T 011-49495353 F 011-49495391 E giz-indien@giz.de As at June, 2026, New Delhi

Project Advisor Krishna Desai, GIZ Technical Advisor

Project Team Zohra Mutabanna, Nilesh Prajapati GFA Consulting GmBH

Design and Layout Devshri Shah

Prepared under Sustainable Urban Mobility- Air Quality, Climate Action and Accessibility (SUM-ACA)

Commissioned by

Photo and Map Credits GIZ, GFA, Jana Urban Space

Citation

Federal Ministry for Economic Cooperation and Development (BMZ), Germany

GIZ (2026). Complete Street Guidelines for Rajkot. SUM-ACA. New Delhi, India.

Political Partner

Copyright

Ministry of Housing and Urban Affairs (MoHUA), Government of India

All rights reserved.

Implementation Partners

German Federal Ministry for Economic Cooperation and Development (BMZ)

Rajkot Municipal Corporation (RMC)

On behalf of the

COMPLETE STREETS GUIDELINES RAJKOT

4

CONTENTS

Complete Streets for Rajkot

1.

INTRODUCTION ...........................................................................8

1.1 What is the Complete Street Programme...................................8 1.2 Current Mobility Scenario in Rajkot............................................9 1.3 Key steps and principles for adoption of the Complete Street Program in Rajkot.............................................................10 2.

DESIGN GUIDELINES.................................................................18

2.1 Arterial Roads...............................................................................20 2.2 Sub-arterial Road..........................................................................28 2.3 Collector Street.............................................................................38 2.4 Local Streets.................................................................................48 3.

STREETS FOR ALL.......................................................................56

3.1 Diverse Needs...............................................................................56 4.

PROCESS......................................................................................62

5

LIST OF FIGU Figure 1.Major Streets and Junctions in Rajkot City Street; Source: Rajkot City GIS Map, RMC.............................................. 11 Figure 2.Source: IRC 103:2022: Guideline for Pedestrian Facilities.......................................................................................... 13 Figure 3.Curbside Bus Lane showing pavement markings for segregation| Source: NACTO Urban Street Design Guide....... 13 Figure 4.Elements of Continuity | Source: ITDP......................................................................................................................... 14 Figure 5.Elements that accommodate differentiation | Source: ITDP......................................................................................... 15 Figure 6.Snapshot of all underground utilities | Source: GIZ Complete Street Training by Jana USP....................................... 16 Figure 7.Storm water hybrid drain | Source: GIZ Complete Street Training by Jana USP......................................................... 17 Figure 8.Diagrammatic illustration of ideal RoW forr each street typology................................................................................. 20 Figure 9.Section and Plan showing an ideal Arterial road design; Source: Healthy Streets Design Workbook, ITDP............... 22 Figure 10.No of lanes and lane width; Source: Bhubaneswar Street Design Guidelines, BDA................................................. 24 Figure 11.Access to service lane Source: Complete Streets Design Workbook, ITDP.............................................................. 24 Figure 12.Width of the service lane for Arterial roads Source: Complete Streets Design Workbook, ITDP............................... 24 Figure 13.Width of a zebra crossing and refuge island: Complete Streets Design Workbook, ITDP......................................... 25 Figure 14.Representative image of a refuge island; Source: Wikimedia Commons.................................................................. 25 Figure 15.Examples of traffic islands, Source: Complete Streets Design Workbook,ITDP........................................................ 25 Figure 16.Arrangement of footpath, landscape strip and amenities in a MUZ. Source: Healthy Streets Design Workbook, ITDP 26 Figure 17.Cycle track at footpath level (above) and at carraigeway level (below). Healthy Streets Design Workbook, ITDP... 26 Figure 18.Placement of the utilities, Source: Bhubaneswar Street Design Guidelines, BDA..................................................... 27 Figure 19.Dedicated Bus Lane in Bangalore; Source: Wikimedia Commons............................................................................ 28 Figure 20.Bus Bay and Bus stop design specifications; Healthy Streets Design Workbook, ITDP............................................ 28 Figure 21.Ai generated rendering of a Heavy Vehicle Priority Corridor; Dall-E.......................................................................... 29 Figure 22.Section and Plan showing an ideal Sub-arterial road design; Source: Healthy Streets Design Workbook, ITDP...... 30 Figure 23.Illustration representing Lane design specifications; Complete Streets Design Workbook, ITDP............................. 32 Figure 24.Image representing Signalized Intersection and crossings in an Indian city.............................................................. 32 Figure 25.Illustration representing Footpath design specifications for a sub-arterial road; Complete Streets Design Workbook, ITDP 33 Figure 26.Image of Janpath Street, Bhubaneswar showing Multi-Utility Zone and a dedicated cycle track as part of the street design 33 Figure 27.Illustration showing dedicated cycle parking design specifications; Healthy Streets Design Workbook, ITDP......... 34 Figure 28.Placement of the utilities, Source: Bhubaneswar Street Design Guidelines, BDA..................................................... 35 Figure 29.Ai generated rendering of a Mixed-use high density sub-arterial road; Dall-E........................................................... 36 Figure 30.Ai generated rendering of a retail destination on a sub-arterial road; Dall-E............................................................. 37 Figure 31.Ai generated rendering of an Institutional Sub-arterial road; Dall-E .......................................................................... 38 Figure 32.Ai generated rendering of a Promenade or a Park edge road; Dall-E....................................................................... 39

6

URES

Complete Streets for Rajkot

Figure 33.Section and Plan showing an ideal Collector street design; Source: Healthy Streets Design Workbook, ITDP........ 40 Figure 34.Illustration representing Lane design specifications; Complete Streets Design Workbook, ITDP............................. 42 Figure 35.Illustration of Footpath design specifications for a collector road; Complete Streets Design Workbook, ITDP......... 43 Figure 36.Placement of the utilities, Source: Bhubaneswar Street Design Guidelines, BDA..................................................... 45 Figure 37.Ai generated rendering of a Mid-rise mixed use street; Dall-E................................................................................... 46 Figure 38.Ai generated rendering of a Low density street; Dall-E.............................................................................................. 47 Figure 39.Ai generated rendering of aHigh rise residential street; Dall-E.................................................................................. 48 Figure 40.Section and Plan showing an ideal Local street design; Source: Healthy Streets Design Workbook, ITDP.............. 50 Figure 41.Illustration detailing out the lane configration and width; Complete streets design workbook ITDP.......................... 52 Figure 42.Illustration representing chicanes as a design strategy for traffic-calming; NACTO Global street Design Guidelines

52

Figure 43.Illustration showing the overall street design of a local street; NACTO Global street Design Guidelines.................. 52 Figure 44.Illustration showing edge design specifications and distance between light poles; Complete Street Design Guidelines, ITDP 53 Figure 45.Illustration of various traffic calming design strategies; NACTO Global Street Design Guidelines............................ 53 Figure 46.Illustration detailing out the elements of a shared street; Complete Streets Design Workbook, ITDP....................... 54 Figure 47.Ai Generated image of a mixed use shared street, Dall-E......................................................................................... 55 Figure 48.Bus shelter design specifications; Healthy Streets Design Workbook, ITDP............................................................. 58 Figure 49.Tactile Paving; Healthy Streets Design Workbook, ITDP........................................................................................... 59 Figure 50.Signage Design, ITDP................................................................................................................................................ 59 Figure 51.Illustration depicting Safe crossings for child friendly street design; Bhubaneswar Child Friendly Public Space Design Guidelines, BDA......................................................................................................................................................................... 60 Figure 52.Illustration depicting playful design elements and sidewalk design for child friendly streets; Bhubaneswar Child Friendly Public Space Design Guidelines, BDA....................................................................................................................................... 61

7

8

INTRODUCTION

Complete Streets for Rajkot

9

1. INTRODUCTION

1.1 What is the Complete Street Programme The term “Complete Streets” was coined by Smart Growth America in 2003. It refers to streets that enable safe and convenient access for a range of different types of users and their mode of transportation. This includes infrastructure for pedestrians, cyclists, motorists, and transit riders of all ages and abilities. It does not mean to represent that all streets must be complete for everyone, but it aims to prioritize the needs of people over vehicles.

Rajkot, like many Indian cities has always had a variety of users on its streets who share the street equally. However, with increasing motorization, there is a risk of bigger and faster vehicles overpowering vulnerable road users such as

The Complete Streets programme adopted

by Rajkot Municipal Corporation (RMC) aims to create an integrated network of streets that prioritize all street users in a context-appropriate manner and complementary to surrounding land uses.

DESIGN APPROACH 2: Pedestrian Priority Street

DESIGN APPROACH 3: Enhanced Street Focusing on improved place quality, through addition of Pedestrian Paving, Streetscape Elements

pedestrians, cyclists and bikes. Pedestrians, especially the senior and child groups are most affected by this lack of safety on our streets. As it stands in 20231, Rajkot has the highest road fatalities per lakh population among all Gujarat cities. It is timely to look at alternative methods of transport growth that are inclusive and ensures safety and comfort for all its users.

Normal kerbs with provision of bollards if required

Designate a carriageway for vehicles, walkway for pedestrian

Parking bay on either side at intermittent locations

4M

Shared Walkway

2.0 M

5.5 M

5.5 M

2.0 M

4M

Parking Bay

Divided Carriageway with Median

Parking Bay

Shared Walkway

Defined carriageway surfaced with pavers aims to diminish vehicle speed and encourage drivers to prioritize pedestrians.

Parking bay on either side at intermittent locations

Median strips encourage frequent pedestrian crossings

6.2 M

Shared Walkway

2.5 M

6.6 M

2.5 M

Parking Bay

Designated Carriageway

Parking Bay

6.2 M

Shared Walkway

Outcome

 Improved conditions for pedestrians  Reduced Conflicts of Pedestrian & Vehicles  Improved public realm and create a more attractive environment

TYPICAL SECTION FOR ENHANCED STREET Page 4

TYPICAL SECTION FOR INFORMAL STREET

Multiple ways of creating Complete Streets exist - some that try to balance vehicle and pedestrian movement (Image on left Page 3

shows 2-lane traffic movement in both directions and left over space is designated for a mix of walking and parking), whereas some that prioritizes pedestrian movement over vehicle movement (Image on right shows a wider footpath and building frontage zone and 2-lane undivided carriageway).

1

10

Road Safety in India Status Report 2023 by the Transportation Research and Injury Prevention Centre, IIT Delhi

Outcome

 Improve Pedestria  Flexible Movemen  Reduce Vehicle D  Improved Safety &

Complete Streets for Rajkot

1.2 Current Mobility Scenario in Rajkot Rajkot is a small city with a mix of land uses with pockets of high population density.

Rajkot’s principal industrial sectors are in the west, east and south, retail hubs in the centre, and institutional areas in the west. As one of the primary employment centres of the region, Rajkot experiences significant traffic flow from neighboring villages to its industrial sectors, retail hubs, and institutional areas.

bus stops. The city also has a BRT route 10.7 km long and is panning to add additional routes creating a 63.5km BRT network.

The city’s street network, consisting of approximately 2000 km of highways, arterials, sub-arterials, collectors, and local streets, faces congestion due to inadequate traffic management and increasing numbers of registered vehicles, predominantly twowheelers. The city currently has about 180 cars and over 600 2-wheelers per 1000 people.

RMC thus commits to undertake projects that will prepare the city for the future and create a balance between street use and street design through the support of the Complete Street Guidelines.

Despite considerably high private vehicle ownership, it is worth noting that 48% of trips in Rajkot are made by walking or cycling.

However footpaths are either not present in the city, or are encroached by vendors or parking.

The Rajkot Municipal Transport Services (RMTS) runs buses along 49 routes with 502

Figure 1. Major Streets and Junctions in Rajkot City Street; Source: Rajkot City GIS Map, RMC

11

1.3 Key steps and principles for adoption of the Complete Street Program in Rajkot A. UNDERSTANDING STREET TYPOLOGIES Street typologies are categorized based on two parameters; (1) capacity-based; and (2) demandbased.

(1) Capacity based parameters include consideration of the right-of-way (RoW) width, length, and desired speed of the street to function within the network.

The main street typologies as per capacity-based parameters are similar to ones proposed by IRC:SP:118-2018: •

Arterial (includes urban expressways)

•

Sub-arterial

•

Collector

•

Local streets

(2) Demand based parameters include consideration of the surrounding land uses, commuter or freight demand, and/or parking demand. These are subtypologies within the main street typologies and include a combination of the following land use, density and mode preference considertations: •

Neighbourhood/ retail/ mixed use/ institutional/ parkway

•

High density/ high rise/ mid rise/ low density

•

Transit priority/ freight corridor/ NMT pathways

Most streets in greenfield plans such as Town Planning Schemes (TPS) will only need to be assigned typologies based on capacity-based parameters.

Demand-based parameters only govern the design of the street edges as the area develops over time.

The IRC:SP:118-2018 manual is the primary national-level code that provides guidance on urban street design and development.

The code recommends the following classification of urban roads and streets: 1.

Urban Expressways

2.

Arterial Road

3.

Sub Arterial Road

4.

Collector Street

5.

Local Street

6.

Non-Motorized Transport (NMT) Streets and Greenways.

The Rajkot Complete Street Design Program builds on thes road and street classifications, contextualizing it to the city’s needs.

12

Complete Streets for Rajkot

B. ALLOCATING EQUITABLE ROAD SPACE The National Urban Transport Policy (NUTP) 2006 delineates core objectives to achieve its vision to bring “people” at the centre-stage of planning and transform cities into “engines of economic growth.” One of these core objectives is “Equitable allocation of road space.”

The NUTP 2006 states intent to “encourage measures that allocate road space on a more equitable basis, with people as its focus. This can be achieved by reserving lanes and corridors exclusively for public transport and non-motorized modes of travel. ”

Figure 2. Source: IRC 103:2022: Guideline for Pedestrian Facilities Allocating equitable road space requires an understanding of potential demand across the different modes. This is usually considered through an understanding of adjoining land uses.

The allocation of space for pedestrian movement, for example is governed by the IRC 103:2022: Guideline for Pedestrian Facilities as shown in the table below.

Similarly, on streets with high transit demand, where public transport frequencies of more than 7 schedules per hour are desired and where traffic congestion leads to potential deterioriation of reliability or more than 20% schedule delays, bus lanes are advisable. Bus lanes should be segregated from common lanes through continuous lane markings and preferable physical segregation or CCTVs to encourage adherence.

Figure 3. Curbside Bus Lane showing pavement markings for segregation| Source: NACTO Urban Street Design Guide

13

C. DESIGN COHERENCE Global best practices in street design advise design coherence to be created through two types of elements; (1) Elements of Continuity; and (2) Elements of Differentiability. Together these elements create a uniform design language that influences feelings of reliability and coherence among users, while also allowing for flexibility to address changing needs.

Element

1.3.2 Planning Street Elements RightElement of Way (For Greenfield Development) Right of Way

d to prioritize the welltransport. This can be of 15 minutes or less.

(For Greenfield Development)

Local Street

50-30m Street

Arterial

Collector 30-15m Street

Local ≥15m Street

50-30m

30-15m

≥15m

15kmph on RoW ≥9m with no footpath

Segregated footpath

Should be on streets with RoW ≥21m

Segregated cycle track

Should be on streets with RoW ≥21m

Segregated cycle track

Multi-Utility Zone (MUZ)*

P

P

P

P

P PP

INTERSECTION DESIGN

m.

At-grade crossings

vides connection ion width for a OW

At-grade crossings

o provide throughs of upto 30Kmph.In a ough.

Bus Stops

a

Bus Stops

Dedicated Bus Lanes

Dedicated Bus Lanes

Speed Limit

Lane width

15 kmph where no footpaths

Upto 60 kmph Upto 40 kmph Upto 30 kmph

Carriageway width should be maximum of 50% of the total Right of Way as per IRC:SP:118-2018 15 kmph where

3-3.5m

3-3.5m

OTHER RESOURCES

SpeedCarriageway Limit

Upto 60 kmph Upto 40 kmph Upto 30 kmph

3mfootpaths no

May be present

REFERENCES

Should be present

Should not be present

Table 1: Street elements and their presence on Arterial, Collector and Local Streets

Figure*MUZ 4. - Elements of Continuity | Source: ITDP It serves as a flexible area designed to accommodate various functions and utilities like water supply and sewage, Should be present

14

May be present

Should not be present

23

*MUZ - It serves as a flexible area designed to accommodate various functions and utilities like water supply and sewage, green spaces and amenities like street furniture and lighting.

REFERENCES

green spaces and amenities like street furniture and lighting.

OTHER RESOURCES

Carriageway width should be maximum of 50% of the total Right of Way as per IRC:SP:118-2018 Table 1: Street and Local Streets3m Laneelements width and their presence on Arterial, 3-3.5m Collector3-3.5m

Carriageway

INSTITUTIONALISING HEALTHY STREETS

Service Lane

INSTITUTIONALISING HEALTHY STREETS

Service Lane

IMPLEMENTATION & MATERIALS

IMPLEMENTATION & MATERIALS

mph.In a

INTERSECTION DESIGN

Should be in service Should be in service lane if provided on lane if provided on arterial streets arterial streets

PP

On-street Parking On-street Parking

DESIGN TEMPLATES

Multi-Utility Zone (MUZ)*

P

nt of through traffic on traffic on of upto 60kmph. opeeds 60kmph. tween 30 - 50m.

DESIGN TEMPLATES

sed on y network. Based on lassified streets are classified

Remarks

Design speed to be 15kmph on RoW ≥9m withtono Design speed befootpath

Segregated footpath

.

1

Remarks

STREET DESIGN ELEMENTS

Transport (NMT) plans y zones, and efficient d vehicles.

Collector Street

STREET DESIGN ELEMENTS

MT) plans efficient

Arterial Street

INTRODUCTION

the wellis can be s or less.

1 INTRODUCTION

(1) Elements of Continuity are those elements of a streetscape that must continue through its length, and are largely consistent across all streets of the same typology. Some of these overarching elements are shown here including their applications across various typologies, as presented in the Healthy Street Design Workbook - ITDP. 1.3.2 Planning Street Elements

Complete Streets for Rajkot

(2) Elements of Differentiability are those elements that address the contextual needs at specific locations along the streetscape and create the necessary variations along a streetscape. For example, some parts of the streetscape may require placement of benches and shade, whereas other part of the streetscape may require vending spaces.

Elements of differentiability must be accommodated through a detailed design excercise requiring creation of General Arrangement Drawings - street plans showing lane definition and curb lines along with placement of parking, pick-up and drop off areas, tree pits, landscape verges, utility boxes or manholes, bus stops, street lights, signal poles, signage posts, crossings, refuge islands, etc.

This Complete Streets Guide only provides guidance for ‘Elements of Continuity.’ RMC will engage urban designers from time to develop street plans that also accommodate the necessary elements of differentiability.

Street Design Elements Utility box

Signage Bus stop

Table-top crossing

Traffic-calming element

Median

Street Light

Street vendors Landscape

Underground Utilities IPT Parking

Bollards

Seating

On-street Parking

Figure 5. Elements that accommodate differentiation | Source: ITDP

15

D. INTEGRATED UTILITIES For complete streets to function to their full potential, it is important to plan utilities in an integrated manner, as far as possible making space for them underground.

The most critical utilities to be planned under streets are: 1. Water Supply and Gas Line a) These are places closest to the building edge or coumpound walls to ease direct connections to adjoining buildings. b) Coordination required with Water Supply Board and Gas Distribution Company respectively 2. Power and Telecommunication a) These can be located anywhere under the street edge. Flexible HDPE pipes are recommended that can be navigated around obstacles and chambers. b) Well-marked manholes are recommended every 120 meters. c) Coordination required with Power Distribution Company and Telecommunication Company.

3. Sewage Management a) Sewage pipes should be placed away from water supply pipes and at the lowest level to prevent leakage into water supply or storm water lines. b) Manholes for smaller sewers (max dia- 30cm) can be spaced at 30m. c) Coordination required with Sewerage Board.

Figure 6. Snapshot of all underground utilities | Source: GIZ Complete Street Training by Jana USP

16

Complete Streets for Rajkot

4. Storm Water Management: a) Storm water is one of the most essential elements of any street. Storm water management infrastructure is usually located abutting the carriageway for efficient draining of water and to ensure limited cross overs b) There are multiple ways to manage storm water, depending on the volume of rain received and the space available on a street. c) Wider streets, where sufficient width is available, may provide bio-swales, which are natural drains covered with grasses, that help slow percolation of water into the earth. i. Compact urban roads will need to provide either box drains or piped drains. d) Hybrid natural and piped drains can also be provided, as shown below, to ensure sustainability and resilience of streets. e) Manholes should be provided every 80-100m for regular cleaning and maintenance of storm water drains.

Figure 7. Storm water hybrid drain | Source: GIZ Complete Street Training by Jana USP

17

18

DESIGN GUIDE

Complete Streets for Rajkot

19

2. DESIGN GUIDELINES Proposing Street Typologies in Rajkot

.5m

5.5m

6m

These Guidelines are developed with the principal understanding that all streets are not the same but they share certain characteristics that can make it easy for designs to be developed and replicated. To enable such replication across the city, it is important to understand the various types of streets that exist in Rajkot and how they can be categorized into a smaller set of street typologies. For each street typologies then, the intent is to develop typical guidelines that can ease the process of planning and design.

4.5m

1.5m

3m

4.5m

1.8m .5m

.5m 1.8m

6.5m

.7m 1.8m

9m

A comprehensive look at the logic of defining the street categories is shown below.

1.8m .7m

5m

2m

.7m 1.8m

1.8m .4

6m

.75

3m

12m 1.8m .4

7m

3m

3m

1.5

18m

Figure 8. Diagrammatic illustration of ideal RoW forr each street typology

1

3m

6m

1.4m

1.8m .4

3m

6m

1.5m

6m

3

2m

6.5m

3

1.8m

1.8m .5

6.5m

2m

6m

2

24m

1.8m .4

3m

3m

1

2m

Carraigeway

1

2m

9m

2m

2m

2m

9m

2m

6m

6m

2m

9m

Bus Lane

9m

30m

Cycle Track Parking/ MUZ

3m

2m

2m

3m

2m

9m

9m

Footpath 2.5m

Median Service Lane

2m

2m

3m

12m

2m

45m

P 3m

2.5m

5.5m

3m

2m

9m

1.5m

7m

60m

20

1.5m

Complete Streets for Rajkot

Local Street

Neighborhood residential Mixed use shared street

Collector Street

Informal pathways

3m

.4 1.8m

3m

.5 1.8m

3m

2m

.4 1.8m

3m

1

3m

3m

1

3m

2m

5. Pramila Nagar road – 3-6 m 6. Lakhaji raj Street – 9m 7. Ashapura Road -9m 8. Chandan park road – 9m 9. Jay Sardar Road – 12m 10. Canal Road – 12m

Low density High rise residential

11. Panchavati Main Road – 15 m 12. Shital Park Road – 18 m 13. Tagore Road -18 m

Mixed use high density

1

12m

Sub -arterial Street

1 1.8m

4m

1

5m

3m

2m

2m

Institutional/ passive

15. Nana Mava Road -24m 16. Bhavnagar road– 24m 17. Kalavad Road – 30m

2m

Transit priority

2.5m

P 9m

High streets - retail destinations

14. 80 Feet Road – 24m

Promenades/ parkways

2m

3m

5.5m

2.5m

3m

Arterial Street

2m

Mid-rise mixed use

4. Para Bazar Road – 3-6 m

150 ft. main road - 45m Freight + Traffic Mobility Corridors

21

2.1 Arterial Roads Arterial roads are major thoroughfares that connect to intercity highways and connect different city zones. They are designed for continuity and offering highest capacity and high-speed movement. They typically have multiple lanes and limited access points, and vehicular movement is prioritized over other modes. Within a city’s road network, they must be spaced between 1.5km to 3km apart.

36M 36m wide street with BRT corridor It is well-suited for arterial streets, major urban corridors with high-intensity traffic. It prioritizes efficient public transportation and non-motorized travel

5.2

7

11.6 36

Typical Width: 36m or more Sub- typologies: 1.

2.

Transit Priority Corridor: should be planned along arterial roads where high frequency bus routes are required to be run. For example, 150 Feet ring road, Yagnik roads are ideal as Transit Priority Corridors. These corridors should be designed to prioritize public transportation systems, enhancing efficiency and accessibility while accommodating other vehicle types.

Street light

b Tree pit

Bus Stop

level +150mm

Freight + Vehicle Mobility Corridor: are designed to facilitate the efficient movement of all types of vehicles, including trucks and regular passenger traffic, supporting the city’s economic activities.

two way pedestrian-only shared street footpath 1-side parking

b

parking cycle track median service lane BRTS 112

22

Figure 9. Section and Plan showing an ideal Arterial road design; Source: Healthy Streets Design Workbook, ITDP.

Complete Streets for Rajkot

3

11.5

9.5

3 45

9.5

11.5

45m wide street with segregated cycle tracks This template is well suited for arterial streets.

Metro station entrances should be planned ensuring unobstructed clear walking zone of minimum 2m.

STREET DESIGN ELEMENTS DESIGN TEMPLATES

b

5.2

7

INTRODUCTION

45M

b

Tree pit

with seating V V

Tree pit

V

level ±0.00mm INTERSECTION DESIGN

V

Staircase location

V

level ±0.00mm

V

Lift Location

V

level ±0.00mm

Speed hump IMPLEMENTATION & MATERIALS

b

Street Light Tree pit

grating level +150mm V

INSTITUTIONALISING HEALTHY STREETS

V V

b

V

b two way

OTHER RESOURCES

pedestrian-only shared street footpath

b

1-side parking REFERENCES

parking cycle track median service lane V

BRTS 113

23

0-80m) ad (30-50m) ector Road (12-30m) (6-15m)

1.

2.

3.

4.

Arterial Road (50km/hr) Sub-arterial Road (50km/hr) Distributor/Collector Road (30km/hr) Access Streets (15km/hr)

A. CARRIAGEWAY GUIDELINES 5. Lane Configuration a) Number of Lanes: Consider the carrying capacity needs as suggested in IRC:106-1990 Table 2 to determine lane configuration. b) Lane Width: Each lane should have a width of 3 3.5m to accommodate various vehicle types while maintaining safe driving conditions (Global Street Design Guide). The minimum widths for two and three lanes should be 6m and 8.5m, respectively, in each direction (Bhubaneswar Street Design Guidelines).

SHOP

ngs of a ce lane Access

anes should via ramped he footpath e cycle track

3 - 3.5m

2.5 service lane

bus stops

what good service lanes

6. Access In local Management streets that need

Well-designed service lanes improve safety and throughput of the

ared space

design recommendations iii. A minimum lane width of 3.0m is recommended for each lane. Bhubaneswar If heavy vehicles Development Authority are anticipated, lanes should be increased to 3.5m (Bhubaneswar Street Design criteria for a A service lane can be considered on a high volume arterial road of sufficient width and with high service lane speed traffic if the following criteria are met.

Guidelines).

Access to service lanes should be provided at midblocks; service lanes should never start or end at an intersection

lane width

SHOP

i. property access points more than once every 15 m and/or ii. active edge

SHOP

cycle tracks ded, service be designed d spaces for and cyclists.

SHOP

RESTAURANT

carriageway by segregatingIn property In a collector arterial streets, the optimum widths achieve street, access points and parking from the main carriageway. to accommodate buses the optimum width for for two and three implied are 6 m a) Limited Access Points: Minimize direct access points to maintain traffic flow andlanes safety. and trucks, the width of a the challenges carriageway is 5.5 Service lanes that are wide and enough8.5 for m, respectively, in each direction.

Limit access to intersections and designatedtwo-way entry/exit points. car movements encourage two-way carriageway can m per directionspeeding (ITDP,and wrong-side driving, When thus considering carriageways wider one of their primary roles: to b)varService Roads with RoW > 45m: defeating y between 6 and on 6.5 roads m, 2011). than 6 m per direction, one should provide safe pedestrian space. depending on the volume of keep in mind that they easily lead to Wide service lanes also invite ii. y Incorporate to allow for local access without disrupting encroachment by shops, parked heav vehicles (ITDP,service 2011). roads where necessary excessive speeds, wrong-way driving, and vehicles, or street vendors. arterial flow. Service lanes adjacent to active commercial edges should be located on encroachments such as parking (ITDP, 2011). Guidelines). the outer edge of the footpath (Bhubaneswar Street Design

SHOP

cal m/h), for a for nt and 4.5 vement

SHOP

ould always d along the geway edge

RESTAURANT

Figure 10. No of lanes and lane width; Source: Bhubaneswar Street Design Guidelines, BDA

act

In a the sho

A service lane should be 3 - 3.5m wide, excluding parking. The tight width discourages fast driving.

ctive edge

entry/exit

utility

SHOP

tpath along , additional imum width be provided ce lane and e placement he bus stop

anes should midblocks; hould never intersection

ser Fig. (above) Piplod-Dumas Road, Surat

Figure 11. Access to service lane Source: Complete Streets Design Workbook, ITDP 72

24

SHOP

acing page) Pune

2m 3-3.5m

3-3.5m 2m

Figure 12. Width of the service lane for Arterial roads Source: Complete Streets Design Workbook, ITDP

Ser wid mu Par

Complete Streets for Rajkot

ian crossings 7. Traffic Management

a) Speed Limits: Establish a standard speed limit of 60-80 km/h depending on the area (residential, commercial, etc.).

gs allow y streets safely

8. Grade-separated facilities: a) Flyovers at intersections: can be considered only if signal cycle lengths required to manage traffic go beyond 2mins or 120 seconds.

school

flow of ct barriers nt pedestrians ntervals. d to jump over coming prone

b) Intelligent Traffic Management: Implement intelligent and adaptive traffic signal systems to optimize traffic flow.

b) Flyovers for link augmentation: are not preferred and should be considered only if traffic disruption is simulated up to a 2km distance around the link and is seen to be minimal.

often indicated 9. rkings. Such provide any ans.

Crossings:

endations

b) Refuge islands of minimum 1.2m width and 3m length should be provided when total crossing distance is more than 10m.

a) Zebra crossings of minimum 2m or as wide as the adjacent footpath, whichever is greater; 4m in areas of high pedestrian crossing movements, in accordance with IRC 103 should be marked at regular intervals along arterial roads. These crossings should be marked with high-visibility paint and may be raised or textured to enhance pedestrian safety.

zebra crossings (at-grade)

commended in peeds and also presence of

the adjacent eater; 4m an crossing ce with IRC 103

in fron

Access: Footpath should be ramped down (slope < 1:10) to the level of the carriageway.

Intervals: Every 80-150m Design: Speed bumps & rumble strips should be provided before the zebra crossings.

1.2m

A table be prov access crossin side of

≥2m

adjacent 15m) with slope

in the parking ings to reduce

Figure 14. Representative image of a refuge island; Source: Wikimedia Commons Figure 13. Width of a zebra crossing and refuge island: Complete Streets Design Workbook, ITDP

Traffic island

Left turn lane

step 05 c) Traffic islands, where existing, must accommodate 1.5m of pedestrian walkways to ease crossing to the different street arms connecting at the intersection. Sculptures, if provided Complete Streets - Design Workbook

Where continuous flow of traffic has been observed, provide a left turning lane. Introduce a triangular traffic island to ensure pedestrian safety.

on traffic islands, should be placed to not disturb pedestrian movement safety.

foot-o

Foot-ov inconve sexual to cross increas

Tabletop crossing

Median aligned with the island

Median aligned with island

Traffic island

Traffic island

Left turn lane

step 05

step 06

Where continuous flow of traffic has been observed, provide a left turning lane. Introduce a triangular traffic island to ensure pedestrian safety.

Extend the medians into the intersection, up to the traffic islands. This would prevent wrong side driving and ensure safety of pedestrian crossings.

at intersections

Zebra crossing

Crossings should be such that there is minimum deviation from the path of travel Tabletop crossing defined by the pedestrian zone in the footpath (pedestrian desire line).

Pedestr conside vehicle

step 07 Provide at-grade crossings with pedestrian access ramps across all arms of the intersection. Left turn pockets and side streets should have tabletop crossings.

Figure 15. Examples of traffic islands, Source: Complete Streets Design Workbook,ITDP

25

120

Bollards

B. EDGE GUIDELINES 1. Foot paths:

Footpath

a) Need to be segregated, must have kerb height of 100 – 150mm.

Landscape Strip

b) Must have a minimum width of 2.5 meters. c) Surface should be levelled and continuous through use of footpath ramps for wheelchairs and ramps at plot entry and exits. Ramp slopes should not exceed 1:12.

Amenity Zone

On-Street Parking

d) Stamped concrete or rectangular paver blocks are preferred.

Special areas may also have stone pavers.

2. Multi Utility Zones (MUZ): a) Pedestrian lighting with poles of 8-12 m height should be placed at 10-15m distance and should throw light at footpaths. b) Landscaping strip should be a continuous strip of minimum 1.2m width and 1.2m length and may include trees and/or heat and drought-resistant grasses. Trees should be of the shade-giving variety but maintain vertical clearance of 2.4m.

2.2 Cycle Tracks c) Amenity zones of 1.2m x 3m must be planned along footpath edges and must include benches, trash bins, segregated cycle tracks ensure safety and reduce the possibility of encroachment emergency call phones and cyclePhysically parking stands. by moving motor vehicles and parking. Cycle tracks should be continuous, with smooth turnings to allow uninterrupted movement and well-shaded & well-lit to provide comfort and safety. Cycle tracks should be planned in a network 1.2mrather than in isolated 2.5mparts + to ensure seamless connectivity Segregated cycle tracks should be provided between across the the neighbourhoods.

3. Dedicated Cycle tracks: a)

Co

2.2 Cycle Tracks

Co

carriageway and footpath and should besegregated separated a ensure safety Figure 16. Arrangement ofencroachment Physically cycle by tracks and reduce the possibility of by moving motor vehicles and parking. Cycle footpath, tracks should be continuous, with smooth kerb or bollards. landscape strip and Physically segregated cycle tracks turnings to allow uninterrupted movement and well-shaded & well-lit to provide comfort in a than MUZ.in Source: b) Cycle tracks should have a minimum width oftracks 2.0 meters for inamenities and safety.

Cycle should a network rather isolated parts to Physically segregated cycle tracks are be planned ensure seamless connectivity across the neighbourhoods.

Healthy Streets Design Workbook, recommended for streets with predominantly one-way and 3.0 meters for two-way tracks. This ensures speeds exceeding 30 km/h to enhance cyclist ITDP sufficient space for cyclists to safety. maneuver safely.

P c) Cycle track surface should bePhysically coloured asphalt or stained segregated cycle tracks At footpath level concrete.

Physically segregated cycle tracks are Cycle tracks at footpath level are recommended

recommended for streets with predominantly to prevent encroachment by moving vehicles and speeds parking.exceeding 30 km/h to enhance cyclist safety.

d) At intersections, road markings should be provided to guide cyclists moving in all directions.

4. On-street Parking:

Painted cycle lanes At footpath level These can be provided while testing new designs 1 3 Cycle tracks at footpath level are 0recommended

existing streets. Painted cycle lanes, however, a) On street parking should only on beprevent provided in service roads to encroachment by moving vehicles and are prone to encroachment by moving vehicles, parking. and never on the main arterialvending, carriageway. parking. Hence it is recommended that the parking space and vending is well-defined.

Painted cycle lanes

b) On-street parking spaces should have standard dimensions, with parallel parking spaces measuring 2.4 meters innew width These can be provided while testing designs on existing streets. Painted cycle lanes, however, and 5.0 meters in length. are prone to encroachment by moving vehicles, 0

1

3

1:50

+150mm Buffer

P

In streets with parking along cycle track, a buffer of minimum 0.5m should be provided to protect 1:50 In other cases, only a +150mm the cyclists from dooring.

4.5 5 kerb (0.15m wide )may be used as a buffer to save space.

Buffer In streets with parking along cycle track, a buffer of minimum 0.5m should be provided to protect the cyclists from dooring. In other cases, only a 4.5 5 kerb (0.15m wide )may be used as a buffer to save space.

vending, parking. Hence it is recommended that c) On street parking should not be at vending streetis well-defined. corners; the provided parking space and rather kerb extensions should be provided to clearly demarcate defined space for parking.

0.0mm

d) Time-limited parking should be implemented to encourage turnover in high-demand areas, typically set for 1-2 hours.

Clear signage must be installed to mark parking spaces, indicating time limits, parking rules, and enforcement information.

Figure 17. Cycle track at footpath Cycle tracks at road level have lower construction level (above)costs, andbutatthey carrageway and maintenance may not be universally accessible to wheelchair users when 0.0mm level (below).

Source: Healthy crossing from the sidewalk to the road due to the level difference.

Streets Design Workbook, ITDP

26 Painted Cycle Track in Chandigarh, Image Source - Smart Commute Foundation

Physical Segregation

0

1

Physical Segregation

0

1

At carriageway level

At carriageway level 0 Points to note Cycle tracks at road level have lower construction Cycle tracks shouldcosts, be clearly demarcated using and maintenance but they may not be paint & signage, especially at intersections universally accessible to wheelchair users when and property to deter vehicle crossing fromentrances the sidewalk to themotor road due to the encroachment.To level difference. prevent pedestrians from using cycle tracks, ensure there is a clear and

Second Design

1

3

Wi

Cyc wa 4.5 mo

Ve Second Design

Ve Wi all Cyc wa

Complete Streets for Rajkot

15) Monitoring and Evaluation Checklist

To ensure that project implementation is directed towards desired outcomes; and successes, failures and benefits are monitored and evaluated, a checklist is prepared to evaluate applications for street design essentially for new roads or for cases where the entire street is revamped. This checklist is not intended to alter or infringe the design standards, but is consolidated minimum standards that should 1. followed Stormforwater Drainage: be developing and preserving safe operations of road facility. Following is a checklist categorized in three layers: A) Underground; Footpath; C) E) the amenity or a) Storm water drains must beB)provided onCycle bothTracks; sidesD)ofIntersections; the road, and under Above-ground Utilities parking strip.

C. UTILITY GUIDELINES

b) FRP grates must be fixed at drain openings to prevent solid waste from flowing into drains.

A.

c) The bottom level of the drain must be as per the gradient of the underground drainage Underground Layer system and must not be fixed as per the road surface level.

The following section outlines the utility design requirements for the installation of underground services. To initiate a complete street d) The minimum spacing of manholes varies from 30 m for smaller sewer dia to 300 m for design for a greenfield or retrofit development, underground layer should be implemented as a first layer complying with the sewers above 2000 mm dia. Refer to National Capital Regional Board Masterplan Toolkits. minimum requirements outlined in the section below:

2. Water Supply and Sewage Pipes: Element

Responsibility

Features

YES

NO

a) Sewage lines are to be laid at aRecommended substantialdepth: depth2.0-6.0m below for grade and ideally located away a Trunk Sewer Line from water and rainwater drainage networks to avoid accidental contamination. (TenderSure Water Supply Lines Recommended depth: 0.6-1.0 m for a service line Guidelines, Jana USP)

NA

Sewer/ Drainage Lines

1.0-1.5m for a trunk line

b) Sewer laid at an appropriate incline that encourages gravitational Electricity Cablesand drain lines are to beRecommended depth: 0.6-1.0m for low tension cable flow from local to trunk lines within the networked1.5-2.0m hierarchy.

(TenderSure Guidelines, Jana for high tension cable USP) Telecommunication Cables Recommended depth: 0.6-1.0m directly laid Water lines are maintained under pressure depth: and are to be laid away from the road traffic Gasc) Pipelines Recommended 2.0-3.0m

areas so as utilities to avoid damage towith thethe surface due to any leakages. (TenderSure Guidelines, The placement of the should comply below schematic representation, following the depth as per the above Jana USP) table: d) The Indian Roads Congress (IRC: 98-1988) recommends a depth between 2.0 m to 6.0 m Left: 1.3-1.5m Right: 1.5 m for a ‘trunk sewer line’ and a depth of 1.0 m to 1.5 m for a ‘trunk water line’ and 0.6 m to 1.0 SWD ELEC SWD ICT m for ‘service water line’.

0.6-0.8 m 0.7-0.9 m 0.5 m 1.0 m

LOCAL ROAD

3. Gas, Electricity and Conduit: Checklist 15) Monitoring andFiber Evaluation

a) Individual conduits to be provided for m gas, electricity andm fiber lines below the footpath, Left: 1.3-1.5 Right: 1.8-2.2 To ensureclosest that project implementation is directed(TenderSure towards outcomes; successes, failures ELEC SWD desiredGuidelines, to the plot boundaries.

Jana USP) SWD and ICT WATER 0.5 m 0.5-0.7 m 0.5-1.0 m and benefits are monitored and evaluated, applications for street 0.6-0.8amchecklist 0.7-0.9ismprepared to evaluate COLLECTOR b) Pipes carrying combustible materials such as gas should be located far away from design essentially for new roads or for cases where the entire street is revamped. This checklist is not electricity cables and sources of heat. The Indian Roads Congress (IRC) recommends intended to alter or infringe the design standards, but is consolidated minimum standards that should 2.4 - 3.2 2.8 - 3.2 m laying of such pipe lines at Left: a depth ofm2.0-3.0Right: m. (TenderSure Guidelines, Jana USP) be followed for developing and preserving safe operations of road facility. Following is a checklist ICT WATER SWD ELEC SWD SEW c) Gas lineslayers: should not0.8-1.0 be laid parallel lines.

(TenderSure Guidelines, categorized in three Footpath; Cycle Tension Tracks; D) (HT) Intersections; E) m 1.0-1.2 m 0.5-1.0 m and 1.0-1.2 0.6 m A) Underground; m B) 1.0-1.6 m toC)High SUB-ARTERIAL Above-ground JanaUtilities USP) Left: 5 m SWD

A.

ICT

1.0 m 1.0 m Underground Layer

ELEC

SEW

1.5 m

1.5 m

Right: 5 m WATER

ICT

1.5 m

1.0 m

GAS 1.5 m

SWD 1.0 m

ARTERIAL

The following section outlines the utility design requirements for the installation of underground services. To initiate a complete street design for a greenfield or retrofit development, underground layer should be implemented as a first layer complying with the minimum requirements outlined in the section below: ELEC: Electricity Cable SWD: Sewerage/Drainage & Water Lines SEW: Sewerage Element

Responsibility

Features

YES

Sewer/ Drainage Lines

Recommended depth: 2.0-6.0m for a Trunk Sewer Line

Water Supply Lines

Recommended depth: 0.6-1.0 m for a service line 1.0-1.5m for a trunk line

Electricity Cables

Recommended depth: 0.6-1.0m for low tension cable 1.5-2.0m for high tension cable

Telecommunication Cables

Recommended depth: 0.6-1.0m directly laid

Gas Pipelines

Recommended depth: 2.0-3.0m

NO

NA

The placement of the utilities should comply with the below schematic representation, following the depth as per the above

Figure 18. Placement of the utilities, Source: Bhubaneswar Street Design Guidelines, BDA table: Left: 1.3-1.5m

LOCAL ROAD

ELEC

SWD

Right: 1.5 m SWD

ICT

0.6-0.8 m

0.7-0.9 m

0.5 m

1.0 m

27

D. GUIDELINES FOR TRANSIT PRIORITY

Separation from general traffic lanes

Dedicated bus lane

1. Dedicated Bus Lanes: Implement dedicated bus lanes with a width of 3.5m, separated from general traffic lanes to ensure uninterrupted public transport (ITDP India Street Design Manual).

Figure 19. Dedicated Bus Lane in Bangalore; Source: Wikimedia Commons

2. Transit Signal Priority: Where bus lanes cannot be provided, incorporate ITMS systems that give transit vehicles priority at traffic signals to minimize delays.

3. Bus Stops Bus stops must be located atleast 25 m away from any major intersection, preferably before the junction. Bus stops may be located after the junction if they are likely to cause congestion for left turning traffic.

2.1.4 Bus Stops 4. Bus Shelters: Provide shelters at all bus Bus stops provide and comfortable waiting spaces. They(Global should be located such that they are easy stops tosafeenhance rider comfort Street to identify and do not obstruct the walking zone. Bus stops should be placed such that buses can pullDesign over inDesign their originalGuide) path and dowithout not need to encroaching get into a niche (bus bay), on thus theensuring smooth movement of traffic. A typical bus stop shelter should be 9mx2.5m in size. The length of the bus stop should be clear footpath space determined based on the number of busesrequired. and expected volume of buses using the stop. For seamless

Distance from Junctions and Parking

2 Lvl ±0m 3

w D D

4.5 5

30 m

3

Bus stops should be at the same level as footpaths, and railings should not be provided along the kerb edge, as it obstructs the lighting path. In cases where the bus stand’s elevation is not on the same level from the walkway or pathway, it is recommended to have two separate ramps for boarding and alighting.

25m

3m

1

Footpath <4.5m

BUS STOP

Footpath >4.5m

IMPLEMENTATION & MATERIALS

BUS STOP

0

4.5 5

BUS STOP

4.5 5

Lvl ±0.15m

Lvl ±0.15m 1

8. Ensure continuous footpaths and cycle tracks by diverting them behind the stop

3

Bus stops should be easy to locate, and should display information maps, up-to-date route number, direction of travel, major stops and helpline perpendicular to pedestrian movement on footpaths>4.5m wide and parallel to pedestrian movement on footpaths <4.5m wide

3m

0

US OP

1

Accessibility

INTERSECTION DESIGN

7. Pedestrian Crossing: Pedestrian crossings must be provided within 50m of a bus stop, including refuge islands, if necessary, for mid block crossings.

DESIGN TEMPLATES

6. Information Signage: Install signs 50 m on either side of the bus stops to show direction to bus stops; and bus network maps and area maps at bus stops.

STREET DESIGN ELEMENTS

5. Bus Bays: Where dedicated bus lanes cannot be provided, design bus bays that Location are at least 30m long and located at the curb to avoid obstructing traffic.

INTRODUCTION

3.5 m

multi-modal integration, relocate the existing bus stops wherever necessary to the nearest public transport interchange options. Ensure the placement of new bus shelters in closer proximity to other modes of public transport.

w D

w

D

D

w

D

D

INSTITUTIONALISING HEALTHY STREETS

D

1.2m

1.2m

Footpaths >4.5m wide

Footpaths <4.5m wideBus Bay

Comfort & Safety Distance from Junction

Figure 20. Bus Bay and Bus stop design specifications; Healthy Streets Design Workbook, ITDP

0

1

3

4.5 5

Distance from p

0 3 4.5 5 Bus Bay Bus bays shouldshould be avoided as stops should be located 25m fromshade junctions There should be 0 1 3< 4.5m4.5 5 For footpaths > 4.5m wide, bus stops shouldFootpath be in1 >4.5mFor footpaths wide, bus stops be on urban streetsBus There should be sufficient (recommended Footpath <4.5m make it difficult forinbuses to enter and exit with safe pedestrian crossings thelight intersection. the bus stop to the MUZ. pushed to the wall to they ensure sufficient space permanent roofing) at and with a clear waiting 0 1 3 4.5 5 bays with high volume, low speed traffic and may and other needs the front for walking zone. space of 1.2m wide in front of the shelter, having a C be occupied by parked vehicles. seating to ensure comfort.

58 Therefore, it’s advisable to provide bus bays primarily on high-speed routes such as urban The back panel of the bus stop should be expressways and highways. transparent to ensure safety.

1

28

3

4.5 5

0

1

3

REFERENCES

0

OTHER RESOURCES

1.2m

4.5 5

61

Complete Streets for Rajkot

E. ADDITIONAL GUIDELINES: VEHICLE PRIORITY CORRIDOR Vehicle Priority Corridors are designed to facilitate the efficient movement of all types of vehicles, including trucks and regular passenger traffic, supporting the city’s economic activities.

Figure 21. Ai generated rendering of a Heavy Vehicle Priority Corridor; Dall-E 1. Heavy Vehicle Accommodation: To minimize conflicts with passenger vehicles, include wider lanes (minimum 3.5m) and a separate lane for freight vehicles (Global Street Design Guide).

2. Designated Turn Lanes: Provide dedicated turn lanes at intersections to allow for smoother traffic flow.

3. Service Lanes: Plan service lanes along the corridor where loading and unloading or stopping is required, ensuring these zones are clearly marked and do not obstruct traffic flow.

4. Zebra Crossings: Construct high-visibility zebra crossings at all intersections and all crossing locations.

29

2.2 Sub-arterial Road

Figure 22. Section and Plan showing an ideal Subarterial road design; Source: Healthy Streets Design Workbook, ITDP.

Sub-arterial roads serve as intermediate routes between arterial and collector streets. They carry moderate volumes of traffic and often connect neighborhoods or important destinations with arterial roads. Sub-arterial roads must be spaced 1km to 4km apart within the street network.

30M

30m wide street with segregated Cycle tracks The template excels in arterial streets of mixeduse areas where urban vibrancy is vital, such as city centers, commercial districts, and neighborhoods with significant pedestrian footfall.

Typical Width: 24 to 45 meters

7.5

7

1 30

7

1.5

V

Types of Sub-arterial roads: 1. Mixed-Use High Density sub-arterial roads are designed to support a combination of residential, commercial, and recreational activities.

2. High Streets - Retail Destinations serve as key retail corridors that attract significant foot traffic and support local businesses.

Tree pit

V

level +150mm

Property access with ramp in MUZ

Street light Seating

3. Institutional – Passive in nature fronting large school or college campuses, hospitals, or government facilities.

4. Promenades/Parkways front natural areas such as lakes or open spaces and are best used for recreational activities, walking, and cycling.

b

Street vendor

V

two way pedestrian-only

V

shared street footpath 1-side parking parking cycle track median service lane BRTS 110

30

V

b V

Complete Streets for Rajkot

3 INTRODUCTION

33M 33m wide street with service lanes

6

2

4

3

7

1 33

7

6

3

V

Street Vendor

DESIGN TEMPLATES

V

STREET DESIGN ELEMENTS

5

Service lane should be designed as a discontinuous lane with entry and exit, to avoid its usage as another carriageway.

Street Light Speed hump

b INTERSECTION DESIGN

Tree pit

level ±0.00mm IMPLEMENTATION & MATERIALS

Tree pit

grating level +150mm

INSTITUTIONALISING HEALTHY STREETS

Property access level

b two way

OTHER RESOURCES

pedestrian-only shared street footpath 1-side parking

REFERENCES

parking cycle track median V V

service lane BRTS 111

31

A. CARRIAGEWAY GUIDELINES Service lane width : Min 3 m

1. Lane Configuration a) Number of Lanes: Consider the carrying capacity needs as suggested in IRC:106-1990 Table 2 to determine lane configuration.

SHOP RESTAURANT SHOP

3. Traffic Management

SHOP

c) A minimum lane width of 3.0m is recommended for service roads. If heavy vehicles are anticipated, lanes should be increased to 3.5m (Bhubaneswar Street Design Guidelines)

SHOP

b) Service roads should be provided to allow local and segregated access to high vehicle traffic destinations such as malls or large scale mixed-use complexes.

SHOP

a) Vehicle access to properties along sub-arterial roads must be either avoided or strategically combined to reduce disruptions to traffic flow. Access to residential and commercial properties should be clearly marked and conveniently located.

SHOP

2. Access Management

RESTAURANT

b) Lane Width:. Sub-arterial road lanes should have a standard width of 3.0m to 3.5m.

Lane width 3 - 3.5m

Figure 23. Illustration representing Lane design specifications; Complete Streets Design Workbook, ITDP

a) Speed Limits: Sub-arterial roads can be

e arterial road of sufficient width and high of 40-60 km/h. designed for with speeds m and/or

b) Intelligent Traffic Management: Implement intelligent and adaptive traffic signal systems to optimize traffic flow.

parking. The tight width discourages fast driving.

active street frontage

In areas with a porous boundary between the street and private properties, footpath Siganlized Zebra Refuge should be located at the edgecrossing of the RoW. intersection island

4. Intersections and Crossings a) Signalized Intersection: The intersection of a sub-arterial road with an arterial or collector street or with any road of 4 lanes or more must be designed as a signalized intersection. b) Zebra crossings of upto 3m width should be marked at all intersections and at a minimum spacing of 250 to 500m. c) Refuge islands of minimum 1.2m width and 3m length should be provided when total crossing distance is more than 10m.

utility

32

Figure 24. Image representing Signalized Intersection and crossings in an Indian city

inactiv

In case lane sh edge an

Complete Streets - Design Workbook

Complete Streets for Rajkot

width

B. EDGE GUIDELINES 1. Footpath:

1.5m

4m

1m

1.5m

2.5m continuity 1m

a) Need to be segregated, have a kerb height of 0.15 m. high intensitymust commercial commercial Clear width of the pedestrian zone in a high-

continuity

Entrance ramp specifications

Clear width of the pedestrian zone in a

intensity commercial should be atleast commercial should atleast 2.5m. b) Must have a minimum clearareawalking width of 4.0 m toarea 2.0 m bedepending 4m to accommodate high footfall. on the commercial activity and footfall.

c) Surface should be levelled and continuous through use of footpath ramps for wheelchairs and ramps at plot entry and exits. Footpath should continue across property entrances with 0.6m wide vehicle access ramp along the edge. Where there is not enough width for an entrance ramp, footpath should slope gradually (< 1:12) to reach 1m 1.8m 0.5m 1.8m 0.5m residential entrances for wheelchair narrow streets ground level at property users.

path ath

In narrow streets, MUZ can be optional or provided as discontinuous patches.

Clear width of the pedestrian zone in a residential area should be a minimum of 1.8m for two wheelchairs to pass each other.

d) Stamped concrete or rectangular paver blocks are preferred. Special areas may also have stone pavers.

Figure 25. Illustration ths promote safe and representing Footpath omote safe and pedestrian mobility. strian mobility.

They They e to all users including ll users including design specifications dren, elderly and the elderly and the for a sub-arterial bled. Good footpaths Good footpaths Multi-utility Pedestrian Frontage/ e primary public space of mary public space ofroad; one (MUZ) zone Dead zone Complete Streets people can sit, meet, le can sit, meet, talk talk Design Workbook, ITDP

over creating after creating rftafter the the and parking is usually arking is usually s the footpath.

Utilities footpath. Utilities acles to walking.

Even with to walking.

Even with a footpath may be h,width, a footpath may be se it is not continuous or is ifnot continuous or with highheights kerb heights igh kerb and and

0.6m 0.6m

property entrances

Wide footpath: Footpath should continue property entrances across property entrances with 0.6m wide vehicle access ramp along the edge.

Wide footpath: Footpath should continue across property entrances with 0.6m wide vehicle access ramp along the edge. slope 1:12 slope 1:12

Complete Streets - Design Workboo Complete Streets - Design Workbook property entrances

Narrow footpath: Where there is not enough property width for anentrances entrance ramp, footpath should slope gradually 1:12) tothere reachisground level Narrow footpath:(<Where not enough at property for wheelchair width for anentrances entrance ramp, footpath users. should slope gradually (< 1:12) to reach ground level at property entrances for wheelchair users.

height

Cafe

tabletop

Footpath should c tabletop with 1 - 1.2m wide footpath width Footpath shouldsha c provide ramps for with 1 - 1.2m wide footpath width sha provide ramps for

width width

1:50 0.15m

height

1.5m

1.5m

4m

4m

high intensity commercial gradient high intensity commercial

1m

1m

1.5m

commercial commercial

1.5m

2.5m

2.5m

1m

1m

Clear widthFootpaths of the pedestrian zone in a high- gradient forClear width of the pedestrian zone in a Footpaths should be 0.15m high (top of Clear width should adequate of the pedestrian zone inhave a highClear width of the pedestrian zone in a intensity commercial area should be atleast commercial area should be atleast 2.5m. kerb should be at 0.15m) so that they aren't surface intensity commercial arearunoff. should be atleast commercial area should be atleast 2.5m.

4m to accommodate high footfall. surmountable for vehicles.

4m to accommodate high footfall.

2. Multi Utility Zone (MUZ):

Landscaping

surface

✘

Pedestrian strip + a) Pedestrian lighting with poles of 8-12 m height should lighting Signage Dedicated be placed at 10-15m distance and should throw light at cycle track ! footpaths.

Amenity recommendations 1m 1.8m 0.5m 1.8m 0.5m ommendations 1m 1.8m 0.5mzone 1.8m 0.5m b) Landscaping strip should be a continuous strip of residential narrow streets residential narrow streets Clear width of the pedestrian zone in a In narrow streets, MUZ can be optional or minimum 1.2m width and 1.2m length Clear and may include width of the pedestrian zone in a In narrow streets, MUZ can be optional or one: Continuous walking ontinuous walking residential area should be a minimum of provided as discontinuous patches. surface tree gratings residential area should be a minimum of provided as discontinuous patches. ofobstructions; any obstructions; at least 1.8m for two wheelchairs to pass each other. at least trees and/or heat and drought-resistant Trees 1.8mgrasses. for two wheelchairs to passgratings, each other.

Surface of the footpath should be of a tough, Surmountable with holes that are material to ensure usability and perpendicular to the movement of wheels should be of theanti-skid shade-giving variety but maintain safety in all weather conditions. of a wheelchair, should be used over tree ad zone: Provides a buffer ne: Provides a buffer multi-utility height pits to increase the effective width of the pedestrian zonethe and the height vertical clearance of 2.4m. strian zone and zone (MUZ) footpath. e Fig. Footpath continuing across a side street in Besant Nagar Fig. Secondcontinuing Avenue, Chennai Footpath across a side street in Besant Nagar Second Avenue, Chennai

26

zone MUZ):(MUZ): SpaceSpace for for et furniture, landscape, niture, landscape, nd property perty accessaccess ramps;ramps; ofdepend MUZ depend ofsize MUZ on theon the footpath ath

c) Multi Utility Zone of 1.2m x 3m (in addition to the 2m walking width) must be planned along footpath edges Multi-utility Pedestrian Frontage/ and Multi-utility must include benches, trash bins, emergency call Pedestrian Frontage/ zone (MUZ) zone Dead zone zone (MUZ) zone phones and zone cycleDeadparking stands.

3. Dedicated Cycle tracks:

26

0.15m

height height

Footpaths should be 0.15m high (top of Footpaths should be 0.15m high (top of kerb should be at 0.15m) so that they aren't kerb should be at 0.15m) so that they aren't surmountable for vehicles. surmountable for vehicles.

a) Where more than 4m edge is available, segregated cycle tracks should be provided between the carriageway and footpath and should be separated by a kerb or bollards. ✘ ✘ b) Where the width of the edge is up to 4m, cycle lanes should be provided at the same level and continuous ! with the footpath.

!

1:50

0.15m

1:50

gradient gradient

25

Footpaths should have adequate gradient for Footpaths should have adequate gradient for surface runoff. surface runoff.

Amenities + sidewalk

surface surface

Cycle track

Figure 26. Image of Janpath Street, c) Cycle tracks or lanes should have a minimum surface width tree gratings surface tree gratings Surface of the footpath should be of a tough, Surmountable gratings, with holes that are Bhubaneswar showing Multi-Utility Surface of the footpath should be of a tough, Surmountable gratings, with holes that are of 1.5 meters for one-way and 2.5 meters for two-way anti-skid material to ensure usability and perpendicular to the movement of wheels anti-skid material to ensure usability and perpendicular to the movement of wheels safety in all weather conditions. Zone and a dedicated of a wheelchair, cycle should be track used over tree safety in all weather conditions. of a wheelchair, should be used over tree as footpath multi-utility tracks. pits to increase the effective width of the footpath multi-utility pits to increase the effective width of the zone zone (MUZ) footpath. zone zone (MUZ) part of the street design footpath. d) Cycle track or lane surface should be coloured asphalt or stained concrete. e) At intersections, road markings should be provided to guide cyclists moving in all directions.

rst: Tools for a Walkable City | YouTube ls for a Walkable City | YouTube outube.com/watch?v=GAeW0_5md8U .com/watch?v=GAeW0_5md8U

33

to move people efficiently and allow people to sit, play and socialise. O should be clearly designated, limited and priced. Pricing manages the p enforcement ensures discipline.

Design

4. On-street Parking

Figure 27.Orientation Illustration Parallel parking is recommend showing dedicated on streets where parking is es precious street space for publ cycle parking design flexibility to accommodate per specifications; wheelerHealthy parking as well.

Streets Design Workbook, ITDP Bulb-outs in Parking bays

a) No on-street parking should be provided on subarterials, rather only waiting spaces and autorickshaw/ taxi queuing spaces may be provided.

c) Waiting/queuing spaces should not be provided at street corners; rather kerb extensions should be provided to clearly demarcate defined space for waiting vehicles.

Bulb-out

Dedicated cycle parking shoul at public transport stops and s commercial areas, to facilitate integration.

6m

d) Dedicated cycle parking should be provided at public transport stops and stations and in commercial areas, to facilitate multi-modal integration.

C. UTILITY GUIDELINES

Integrate bulb-outs into parkin car parks (approximately 30m) pedestrian lights, utility boxes furniture without interruption

1m

b) Waiting/ queuing spaces for cars should have standard dimensions, with parallel spaces measuring 2 m in width and 6.0 m in length. For two-wheelers a 1.2 m

2m 0

1

3

4.5 5

Orientation 2m wide

1. Storm water Drainage: a) Storm water drains must be provided on both sides of the road, under the amenity or parking strip.

Narrow Streets On narrow streets with high de wheeler parking, angular park wide) are recommended.

b) FRP grates must be fixed at drain openings to prevent solid waste from flowing into drains. c) The bottom level of the drain must be as per the gradient of the underground drainage system and must not be fixed as per the road surface level.

1.2m

d) Stormwater drains should be sized appropriately *Refer for Table medium traffic roads, typically with 4001: Street elements and their presence on Arterial, Collector and Local Streets 76 600 mm diameter pipes, depending on the area’s rainfall intensity and runoff requirements.

The spacing between manholes should generally be around 30-50 meters, but this may vary based on the terrain and expected stormwater volume.

2. Water Supply and Sewage Pipes: a) Water Supply Infrastructure: For sub-arterial streets, the water supply pipeline network should cater to medium-density urban areas. Pipes typically in the range of 250-400 mm in diameter are sufficient for handling the distribution of water to surrounding neighborhoods 1.5m wide and businesses. The water network should be designed to minimize waterOrientation loss and ensure easy access for maintenance and repairs.

0

1

3

4.5 5

b) Sewage and Wastewater Management: The sewage system for sub-arterial streets should be designed with gravity flow principles in mind to minimize reliance on pumping stations.

Sewer pipes ranging from 300 mm to 600 mm in diameter can be used depending on the population density served. Manhole spacing for these streets typically ranges from 30 meters to 50 meters, depending on the size of the pipes and the street design. c) Public Sanitation: Public toilets or sanitation facilities should be provided along sub-arterial streets in high-density areas or places with heavy foot traffic. These restrooms should be connected to the main sewage system to ensure proper waste disposal and prevent sanitation issues. d) Integration with Main Sewer Network: Ensure that all sub-arterial street sewage lines are seamlessly integrated into the larger municipal sewage treatment network. The design should anticipate future urban growth and include provisions for potential expansions or upgrades.

34

be for developing and preserving safe operations of road facility. Following is a checklist A. followed Underground Layer categorized in three layers: A) Underground; B) requirements Footpath; C) Cycle D) Intersections; and services.

E) The following section outlines the utility design for theTracks; installation of underground To initiate a complete street Above-ground Utilities or retrofit development, underground layer should be implemented as a first layer complying with the design for a greenfield Complete Streets for Rajkot

minimum requirements outlined in the section below:

Element Responsibility Features YES NO NA A. Underground Layer Sewer/ Drainage Lines Recommended depth: 2.0-6.0m for a Trunk Sewer Line The following section outlines the utility design requirements for the installation of underground services. To initiate a complete street Water Supply Lines 3. Gas, Electricity and Fiber Conduit:Recommended depth: 0.6-1.0 m for a service line design for a greenfield or retrofit development, underground layer should be implemented as a first layer complying with the 1.0-1.5m for a trunk line a) Underground UtilityinNetworks: Similar to collector streets, sub-arterial streets should feature minimum requirements outlined the section below: Electricity Cables Recommended depth: 0.6-1.0m for low tension cable underground utility networks to minimize street clutter and maximize space for pedestrians 1.5-2.0m for high tension cable Element Responsibility Features YES NO NA

and vehicles. Utilities such as gas pipelines, electricity lines, and fiber optic cables should be

Telecommunication Cables 0.6-1.0m directly laid Sewer Sewer/ Drainage Lines Recommended depth: 2.0-6.0m for a Trunk Line laid in the same trench (whereRecommended possible) todepth: reduce excavation and maintenance costs. The Gas Pipelines Recommended 2.0-3.0m Water Supply Lines and cables should be Recommended depth: 0.6-1.0 m for a service line pipelines well-spaceddepth: for safety.

The placement of the utilities should comply with the below schematic representation, following the depth as per the above 1.0-1.5m for a trunk line b) Utility Access Points: Ensure utility access points for gas, electricity, and fiber optics are table: Electricity Cables Recommended depth: 0.6-1.0m for low tension cable

installed in safe, clearly marked locations along sub-arterial streets. These should be easily 1.5-2.0m for high tension cable accessible for maintenance Left: work without disrupting traffic or pedestrian movement.

1.3-1.5m Right: 1.5 m

Telecommunication Cables

Recommended depth: 0.6-1.0m directly laid

SWD ELEC SWD ICT service connections, particularly c) Service Connections: Provide sufficient capacity for future Recommended depth: 2.0-3.0m1.0 m 0.6-0.8 m 0.7-0.9 m 0.5 m fiber optic networks and electric vehicle (EV) charging stations. Consider leaving space LOCAL for ROAD The placement of the utilities should comply with the below schematic representation, following the depth as per the above in ducts for future technologies or smart infrastructure, like smart street lighting and public table: Wi-Fi networks.

Left: 1.3-1.5 m Right: 1.8-2.2 m

Gas Pipelines

15) Monitoring and Evaluation Checklist

ELECthat SWD SWD WATER d) Safety Standards: Ensure gas pipelines are placed at a safe distance from other Left: 1.3-1.5m Right: 1.5 m ICT 0.5 m 0.5-0.7 m 0.5-1.0 m 0.6-0.8 m 0.7-0.9 m To ensure that project implementation is directed towards desired outcomes; and successes, failures SWD ELEC SWD ICT clearance utilities, particularly high-voltage electricity lines.

Adequate between different utility COLLECTOR 0.6-0.8 m 0.7-0.9 m 0.5 m 1.0 m and benefits areis monitored and evaluated, a checklist is prepared to evaluate applications for street lines crucial to avoid cross-interference and to comply with safety standards.

LOCAL ROAD design essentially for new roads or for cases where street is revamped.

Left: 2.4 -the 3.2entire m Right: 2.8 - 3.2 mThis checklist is not intended to alter or infringe standards, but is consolidated minimum standards that should ICT WATER SWD ELEC SWD the design SEW Left: 1.3-1.5 m Right: 1.8-2.2 m0.5-1.0 1.0-1.2 m 1.0-1.2 m 0.6 m and preserving 0.8-1.0 m safe operations 1.0-1.6 m be followed for developing of road facility.

Following is amchecklist ELEC SWD SWD ICT WATER SUB-ARTERIAL categorized in three layers: A) Underground; andm E) 0.5 m D) Intersections; 0.5-0.7 m 0.5-1.0 0.6-0.8 mB) Footpath; 0.7-0.9 m C) Cycle Tracks; COLLECTOR Above-ground Utilities Left: 5 m Right: 5 m SWD

ICT

ELEC

1.0 m

1.0 m

1.5 m

ARTERIAL A.

ELEC

SWD

m Underground0.6 Layer

SUB-ARTERIAL

SEW

Left: 2.4 - 3.2 m 1.5 m SEW

0.8-1.0 m

1.0-1.6 m

WATER ICT Right: 1.52.8 m - 3.2 m 1.0 m WATER ICT 1.0-1.2 m

GAS 1.5 m

0.5-1.0 m

SWD

SWD 1.0 m

1.0-1.2 m

The following section outlines the utility design requirements for the installation of underground services. To initiate a complete street designElectricity for a greenfield underground layer should implemented as a first layer complying with the Left:&5 Water m Right: 5 m beSewerage ELEC: Cable or retrofit SWD:development, Sewerage/Drainage Lines SEW: minimum requirements the section below: WATER ELEC SWD ICT outlined in SEW ICT GAS SWD 1.0 m

1.0 m

Element ARTERIAL

1.5 m

1.5 m

Responsibility

Sewer/ Drainage Lines Water Supply Lines ELEC: Electricity Cable

1.5 m

1.0 m

1.5 m

Features

1.0 m

YES

NO

NA

Recommended depth: 2.0-6.0m for a Trunk Sewer Line Recommended depth: 0.6-1.0 m for a service line SWD: Sewerage/Drainage & Water Lines 1.0-1.5m SEW: Sewerage for a trunk line

Electricity Cables

Recommended depth: 0.6-1.0m for low tension cable 1.5-2.0m for high tension cable

Telecommunication Cables

Recommended depth: 0.6-1.0m directly laid

Gas Pipelines

Recommended depth: 2.0-3.0m

The placement of the utilities should comply with the below schematic representation, following the depth as per the above

Figure table: 28. Placement of the utilities, Source: Bhubaneswar Street Design Guidelines, BDA Left: 1.3-1.5m

LOCAL ROAD

ELEC

SWD

Right: 1.5 m SWD

ICT

0.6-0.8 m

0.7-0.9 m

0.5 m

1.0 m

Left: 1.3-1.5 m

COLLECTOR

ELEC

SWD

0.6-0.8 m

0.7-0.9 m

Left: 2.4 - 3.2 m

SUB-ARTERIAL

SWD

ELEC

SEW

0.6 m

0.8-1.0 m

1.0-1.6 m

Left: 5 m SWD

ICT

ELEC

SEW

1.0 m

1.0 m

1.5 m

1.5 m

ARTERIAL

Right: 1.8-2.2 m SWD ICT 0.5 m

WATER

0.5-0.7 m

0.5-1.0 m

Right: 2.8 - 3.2 m ICT WATER 1.0-1.2 m

Right: 5 m WATER 1.5 m

0.5-1.0 m

ICT

1.0 m

SWD

1.0-1.2 m

GAS 1.5 m

SWD 1.0 m

35

D. ADDITIONAL GUIDELINES 1. Mixed-Use High Density

Mixed-Use High Density sub-arterial roads are designed to support a combination of residential, commercial, and recreational activities. These roads accommodate higher pedestrian volumes and typically include amenities that encourage vibrant urban environments. The design emphasizes accessibility and connectivity, linking various land uses within high-density areas.

Figure 29. Ai generated rendering of a Mixed-use high density sub-arterial road; Dall-E

a) Footpaths: Footpaths should have a minimum width of 2.5 meters to accommodate high pedestrian traffic. b) Amenity Zones: Multiple amenity zones of 2.5m x 5.5m modules must be planned along the length of either one or both footpath edges. c) Amenity zones must accommodate trash bins, benches and cycle parking stands. d) Amenity zones must also include dedicated vending zones for street-side vendors. e) Lighting should illuminate the entire street edge. Additional pedestrian lights may be added, if the common streetlight leaves dark spots along the edge. f) Public Art: Incorporate public art such as murals, interactive sculptures, etc. g) Bus Shelters: Provide shelters at all bus stops to enhance rider comfort (Global Street Design Guide) without encroaching on the clear 2.5 m footpath space required. h) Loading Zones: Dedicated space on side streets or within parking zones must be identified for loading zones.

36

Complete Streets for Rajkot

2. Retail Destinations

High Streets sub-arterial roads serve as key retail corridors that attract significant foot traffic and support local businesses. These roads are characterized by their vibrant commercial activities and often feature a range of retail shops, cafes, and entertainment venues. The design prioritizes pedestrian safety and comfort, with wide sidewalks, street furniture, and enhanced public transport facilities to encourage shopping and social interactions.

Figure 30. Ai generated rendering of a retail destination on a sub-arterial road; Dall-E a) Footpaths: Footpaths in retail areas should have a minimum clear walking width of 2.5 meters to accommodate heavy foot traffic. b) Amenity and Waiting Zones: Amenity and Car/Taxi Waiting zones of 2.5m x 5.5m modules must be planned alternatively along the length of either one or both footpath edges. c) Amenity zones must accommodate trash bins, benches and cycle parking stands. d) Space for short-term parking or waiting to be provided in between the amenity zones. e) Lighting should illuminate the entire street edge. Additional pedestrian lights may be added, if the common streetlight leaves dark spots along the edge. f) Bus Shelters: Provide shelters at all bus stops to enhance rider comfort (Global Street Design Guide) without encroaching on the clear 2.5 m footpath space required.

37

3. Institutional (Passive) Edges

Institutional edges are passive in nature fronting large school or college campuses, hospitals, or government facilities. These edges focus on providing access to institutions while ensuring safe and convenient routes for pedestrians and cyclists. The design may incorporate green spaces and landscaping to create a calming environment suitable for passive activities.

Figure 31. Ai generated rendering of an Institutional Sub-arterial road; Dall-E

a) Amenity Zones: Must have continuous landscaped amenity zone at the edge of the footpath with provision of lighting and shade and frequent spaces for pause, such as benches, etc.s b) Cycle Tracks: Dedicated cycle tracks should be provided along such edges.

38

Complete Streets for Rajkot

4. Promenades or Park Edges

Promenades and park edges front natural areas such as lakes or open spaces and are best used for recreational activities, walking, and cycling. These edges often include landscaped areas, public spaces, and amenities that promote leisure and outdoor experiences. The design aims to enhance the quality of life by providing attractive and accessible routes for residents and visitors, encouraging a sense of community and well-being

Figure 32. Ai generated rendering of a Promenade or a Park edge road; Dall-E

a) The Footpath and Cycle Tracks along such edges should be planned as an extension of the open space or as a garden or park by itself. b) After leaving clear walking width of 2m and cycling width of 1.5m, the edge may be designed to include seating, playing and exercising facilities. c) All such edges must be well-lit for safety.

39

2.3 Collector Street

Figure 33. Section and Plan showing an ideal Collector street design; Source: Healthy Streets Design Workbook, ITDP.

Collector streets are designed to gather and distribute traffic from sub-arterial or arterial roads to local streets. They are typically narrower than arterial and sub-arterial roads and have lower speed limits. Collector streets must be spaced 500m to 1km apart within the street network.

18M 18m wide with Symmetrical Footpaths It is well-suited for areas with mixed land use, high pedestrian activity, and retail or commercial establishments while maintaining vehicular accessibility.

Typical Width: 12 to 24m

5.5

Cyclists will be in mixed traffic, hence streets should be traffic calmed to ensure speeds are within 30km/h, suitable for collector streets.

Types of Collector Streets: 1. Mid-Rise Mixed-Use: Mid-Rise MixedUse collector streets are designed to support a blend of residential, commercial, and recreational activities within a compact urban environment.

These streets facilitate a vibrant atmosphere by accommodating higher pedestrian and vehicular traffic volumes.

Tree pit

level +150mm

Speed hump

Street vendor

V

Seating

2. Low Density: Low Density collector streets primarily serve residential neighborhoods with lower traffic volumes. These streets provide direct access to homes and local amenities while ensuring safe circulation for residents.

Street Light Existing tree pit

grating level +150mm

two way pedestrian-only shared street

3. High Rise Residential: High-rise residential collector streets are designed to accommodate the increased traffic demands associated with high-density living environments, such as apartment complexes and condominiums.

footpath

Property acess

with ramp in MUZ

1-side parking parking cycle track median service lane BRTS 102

40

7 18

Tree pit

with seating

Complete Streets for Rajkot

3 INTRODUCTION

18M 18m wide with Pedestrian malls

4

2.5

6 18

3.5

3.5

2.5

STREET DESIGN ELEMENTS

1.5

Pedestrian malls, that prioritise walking, cycling and public transport, can be designed in locations with heavy pedestrian footfall and vending locations.

DESIGN TEMPLATES

Parking spaces for freight should be accomodated within limited off-peak hours.

V

Such streets can be considered for commercial markets and transit station areas.

V V V

INTERSECTION DESIGN

Speed hump Existing tree pit

grating level +150mm V

V

V

V

V

V

V

Street Vendor IMPLEMENTATION & MATERIALS

V

Street Light

Tree pit

with seating

V

V

V

V

V

V

V

INSTITUTIONALISING HEALTHY STREETS

V

two way pedestrian-only

OTHER RESOURCES

V

shared street footpath 1-side parking

REFERENCES

parking cycle track median service lane BRTS 103

41

A. CARRIAGEWAY GUIDELINES 1. Lane Configuration a) Number of Lanes: Consider the carrying capacity needs as suggested in IRC:106-1990 Table 2 to determine lane configuration.

1:50 b) Lane Width: Collector street lanes widths should range from 3m to 3.5m.

2. Access Management

gradient

a) Vehicular access to properties along collector streets must be strategically combined to Carriageway should have proper longitudinal reduce the interruptions to pedestrian and vehicle traffic moving along the street.

defined ferences.

gradient and camber (1:50) to allow for

b) Vehicle surface accessrunoff. lanes or curb ramps should not exceed 4m in width.

3. Traffic Management a) Speed Limits: Collector streets should be designed for a speed of 30-40 km/h, depending on the adjacent land uses and traffic conditions. This is consistent with the IRC 86: 2018 Lane width

RoW

b) Traffic calming measures such as table tops and rumble strips should be used near schools, and high footfall areas.

c) Speed table should be provided on arterial and collector streets at Unsignalised junctions or Mid-block crossings with frequent pedestrian movement 4. Intersections and Crossings 6-15m

a) Compact Intersections: Intersections should be compact with turning radius of less than 3.5m. b) Roundabouts: The intersection of 2 collector streets of 2 to 3 lanes may be designed as a roundabout of radius 6-10m. c) Signalized Intersection: The intersection of a collector street with an arterial or sub-arterial road or with any road of 4 lanes or more must be designed as a signalized intersection. d) Zebra crossings of upto 3m width should be marked at all intersections and at a minimum spacing of 100 to 150m.

2.75-3m Figure 34. Illustration representing Lane design specifications; Complete Streets Design Workbook, ITDP

12-30m

3-3.5m

30-50m

42

Table 03: Edge-to-edge width of a traffic lane according to street categories. Lane width is

Complete Streets for Rajkot

B. EDGE GUIDELINES

Complete Streets - Design Workbook

1. Footpath:

a) Need to be segregated, either by a level difference of 100 – 150m or by installation of kerb stones clearly defining the pedestrian space. b) Must have a minimum width of 1.8 meters. For a shared cycle and pedestrian footpath, the width minimum width should be atleast 3 meters. c) Surface should be levelled and continuous through use of footpath ramps for wheelchairs and ramps at plot entry and exits. Ramp slopes should not exceed 1:12. d) Stamped concrete or rectangular paver blocks are preferred. Special areas may also have stone pavers.

1.5m 4m 1m 1.5m 2.5m 1m Complete Streets - Design Workbook

high intensity commercial 2.Clear Amenities and Parking: width of the pedestrian zone in a high-

commercial

Clear width of the pedestrian zone in a commercial area should be atleast 2.5m.

intensity commercial area should be atleast 4m to accommodate high footfall.

a) Parking zones and Amenity zones of 2.5m x 5.5m modules must be planned alternatively along the length of either one or both footpath edges. b) Parking or amenity zones should not be provided at street corner, rather they should be kept atleast 25m away from street corners.

width

c) Amenity zones must accommodate trash bins, benches and cycle parking stands. d) Lighting should illuminate the entire street edge. Additional pedestrian lights may be added, if the common leaves dark spots along the 1m 1.8m streetlight 0.5m 1.8m edge.

0.5m

residential

Clear width of the pedestrian zone in a residential area should be a minimum of 1.8m for two wheelchairs to pass each other.

narrow streets

1.5m streets, MUZ 4m can be optional 1m or In narrow continuity provided ascommercial discontinuous patches. high intensity

Clear width of the pedestrian zone in a highintensity commercial area should be atleast 4m to accommodate high footfall.

commercial

1.5m

2.5m Streets 1m - Design Workbook Complete

Clear width of the pedestrian zone in a commercial area should be atleast 2.5m.

height Cafe

0.6m

width

1:50 0.15m

height

Footpaths should be 0.15m high (top of kerb should be at 0.15m) so that they aren't surmountable for vehicles.

continuity

property entrances

1m 1.8m 0.5m 1.8m 0.5m gradient 1.5m 4m 1m 1.5m 2.5m 1m Wide footpath: Footpath should continue residential narrow streets Footpaths should have adequate gradient for high intensity commercial commercial

across property entrances with 0.6m wide

surface InClear narrow streets, MUZ can bezone optional Clear Clear width of runoff. the zone in ain a highwidth ofpedestrian the pedestrian zone width of the pedestrian in a or vehicle access ramp provided along the edge. as discontinuous patches. residential area should bearea a minimum intensity commercial should beof atleast commercial area should be atleast 2.5m.

1.8m for wheelchairs high to pass each other.

4m two to accommodate footfall.

surface

✘

height

slope 1:12

!

Multi-utility Pedestrian Frontage/ zone (MUZ) zone Dead zone

0.6m

surface

Surface of the footpath should be of a tough, anti-skid material to ensure usability and safety in all weather conditions.

residential

1m

1.8m 0.5m

0.15m

treewidth gratings Clear of the pedestrian zone in a residential area should be with a minimum of are Surmountable gratings, holes that height 1.8m for two wheelchairs to pass each other. perpendicular to the movement of wheels

narrow streets

1:50 1.8m 0.5m

In narrow streets, MUZ can be optional or

provided as discontinuous patches. gradient

Footpaths should be 0.15m high (top of Footpaths should have adequate gradient for of a wheelchair, should be used over tree property entrances property tabletop kerb should be at 0.15m) so that they aren't entrances surface runoff. pits to increase the effective width of the surmountabledesign for vehicles.

Figure 35.footpath: Illustration representing Footpath specifi cations for a collector road;is1-1.2m Complete Streets Wide Footpath should continue Narrow footpath: Where there not enough Footpath sho footpath. height across propertyITDP entrances with 0.6m wide width for an entrance ramp, footpath should with 1 - 1.2m Design Workbook,

vehicle access ramp along the edge.

slope gradually (< 1:12) to reach ground level at property entrances for wheelchair users.

Multi-utility Pedestrian Frontage/ slope 1:12 zone (MUZ) zone Dead zone

provide ramp

1:50 !

0.15m

height

Footpaths should be 0.15m high (top of kerb should be at 0.15m) so that they aren't surmountable for vehicles.

surface multi-utility

footpath wid surface

✘

Surface of the footpath should be of a tough, anti-skid material to ensure usability and safety in all weather conditions.

✘

25

gradient

Footpaths should have adequate gradient for surface runoff.

tree gratings

Surmountable gratings, with holes that are perpendicular to the movement of wheels of a wheelchair, should be used over tree

43 surface

C. UTILITY GUIDELINES 1. Storm water Drainage a) Sustainable Drainage Systems (SuDS): Implement SuDS, such as permeable pavements, vegetated swales, and retention ponds, to manage surface runoff and enhance groundwater recharge. These systems also reduce the strain on conventional drainage infrastructure. b) Adequate Sizing of Drains: Ensure that drains along collector streets are designed to accommodate higher flow volumes due to the convergence of smaller streets into the collector. This includes ensuring that pipes, manholes, and catch basins are appropriately sized (for example, ensuring manholes are spaced between 30-60 meters depending on pipe diameter). c) Street-Level Drainage Integration: Design streets with proper grading to ensure runoff naturally flows into stormwater drains. Catch basins should be strategically placed at low points, intersections, and areas with high pedestrian traffic. d) Water Retention and Treatment: For large collector streets, integrate stormwater retention and treatment areas to filter and slow the flow of runoff, improving water quality before it enters the main drainage system.

2. Water Supply and Sewage a) Adequate Pipe Sizing: Ensure that water supply and sewage pipes are sufficiently sized to handle the increased demand from surrounding areas converging into the collector streets.

Typically, 400-600 mm diameter pipes are used for collector streets, with spacing between manholes generally around 30-60 meters depending on local guidelines and sewer capacity. b) Water Supply Connections: Provide a robust water supply system that can cater to residential and commercial needs along collector streets. Ensure that water supply pipes are strategically routed and easily accessible for maintenance. Consider future demands and make provisions for upgrades. c) Sewage Network Integration: Connect the collector streets to the main sewage treatment plants, ensuring all buildings have proper connections for wastewater disposal. Use gravity flow design principles to minimize pumping stations, where possible. d) Public Sanitation Facilities: Integrate public restrooms and sanitation facilities at regular intervals along collector streets, ensuring proper sewage connections and maintaining hygiene for residents and pedestrians.

44

minimumtorequirements outlined in the standards, section below: intended alter or infringe the design but is consolidated minimum standards that should be followed for developing and preserving safe operations of road facility. Following is a checklist Element Responsibility Features categorized in three layers: A) Underground; B) Footpath; C) Cycle Tracks; D) Intersections; and E) Sewer/ Drainage Lines Recommended depth: 2.0-6.0m for a Trunk Sewer Line Above-ground Utilities Water Supply Lines Recommended depth: 0.6-1.0 m for a service line 1.0-1.5m for a trunk line

YES

NO

NA

Complete Streets for Rajkot

Electricity Cables A. Underground Layer

Recommended depth: 0.6-1.0m for low tension cable 1.5-2.0m for high tension cable 3. Gas, Electricity and Fiber The following section outlines the utility design requirements for the installation of underground services. To initiate a complete street Telecommunication Cables Recommended depth: 0.6-1.0m directly laid a) for Underground Utilitydevelopment, Networks:underground Plan for thelayer underground installation as of autilities such as gas, design a greenfield or retrofit should be implemented first layer complying with the Gas Pipelines Recommended depth: 2.0-3.0m electricity, and fiberinoptics along the collector streets to minimize visual clutter and maximize minimum requirements outlined the section below: The placement utilities should with the below schematic representation, following the depth as per the above space offorthepedestrian andcomply vehicular movement.

This should be done with proper coordination table: Elementto ensure easy access Responsibility Features YES NO NA for future repairs and maintenance.

Sewer/ Drainage Lines

Recommended depth: 2.0-6.0m for a Trunk Sewer Line b) Service Access Points: Ensure are designated Left: there 1.3-1.5m Right: 1.5 maccess points along the collector Water Supply Lines Recommended depth: 0.6-1.0 m pipelines, for a serviceelectricity line streets for utility companies and maintain lines, and fiber SWD ELEC to service SWD gasICT 1.0-1.5m for a trunk line 0.6-0.8 m 0.7-0.9 m located at 0.5regular m 1.0 m optic cables.

These points should be intervals and be well-marked to allow LOCAL ROAD Electricity Recommended forCables easy access during maintenance work. depth: 0.6-1.0m for low tension cable 1.5-2.0m for high tension cable

c)Monitoring Smart Infrastructure Integration: For future-proofing, include provisions for smart city Left: 1.3-1.5 m Right: 1.8-2.2 m 15) and Evaluation Checklist Telecommunication Cables Recommended depth: 0.6-1.0m directly laid

infrastructure, such asELEC fiber opticSWD cables for high-speed internet, smart street lighting, and SWD ICT WATER

Gas Pipelines Recommended 0.5 m2.0-3.0m 0.5-0.7 accommodate m 0.5-1.0 m 0.6-0.8 m 0.7-0.9 m vehicle charging stations.

Plan utilitydepth: spaces that To ensureelectric that project implementation is directed towards desired outcomes; and successes, failures these modern COLLECTOR The placement of the utilities should comply with the below schematic representation, following the depth as per the above technologies while maintaining efficient service provision. and benefits are monitored and evaluated, a checklist is prepared to evaluate applications for street table: design for new roads or for cases where street is revamped. checklist is not particularly gas Left: 2.4clearances -the 3.2entire m Right: 2.8 - 3.2 mThisinfrastructure, d)essentially Clearance and Safety: Maintain between utility intended and to alter or infringe the design standards, but is consolidated minimum standards that should WATER ICT SWD ELEC SWD SEW electricity lines, from other like water supply and sewage pipes. This Left:infrastructure 1.3-1.5m Right: 1.0-1.2 1.5 m m 0.5-1.0 m 1.0-1.2 m 0.6 m and preserving 0.8-1.0 m safe operations 1.0-1.6 m be followed for developing of road facility.

Following is a checklist SWD ensures safety and accessibility for maintenance and reduces the risk of utility conflicts.

ELEC SWD ICT SUB-ARTERIAL categorized in three layers: A) Underground; and E) 0.6-0.8 mB) Footpath; 0.7-0.9 m C) Cycle Tracks; 0.5 m D) Intersections; 1.0 m LOCAL ROAD Above-ground Utilities Left: 5 m Right: 5 m SWD

ICT

ELEC

1.0 m

1.0 m

1.5 m

ARTERIAL A. Underground Layer COLLECTOR

SEW

Left:1.5 1.3-1.5 m m ELEC

SWD

0.6-0.8 m

0.7-0.9 m

WATER ICT GAS Right: m 1.0 m 1.51.8-2.2 m 1.5 m SWD ICT WATER 0.5 m

0.5-0.7 m

SWD 1.0 m

0.5-1.0 m

The following section outlines the utility design requirements for the installation of underground services. To initiate a complete street designElectricity for a greenfield should implemented as a first layer complying with the Left:underground 2.4 - 3.2& m ELEC: Cable or retrofit SWD:development, Sewerage/Drainage Waterlayer Lines SEW: Sewerage Right: 2.8 -be 3.2 m minimum requirementsSWD outlined in ELEC the section below: ICT WATER SWD SEW 0.6 m

Element SUB-ARTERIAL

0.8-1.0 m

Responsibility

Sewer/ Drainage Lines Water Supply Lines SWD

ICT

ELEC

1.0 m

1.0 m

1.5 m

1.0-1.6 m

1.0-1.2 m

0.5-1.0 m

1.0-1.2 m

Features

YES

Recommended depth: 2.0-6.0m for a Trunk Sewer Line Left: 5 m Right: 5 m Recommended depth: 0.6-1.0 m for a service line WATER SEW ICT GAS 1.0-1.5m for 1.0 a trunk line 1.5 m 1.5 m m 1.5 m

Electricity Cables ARTERIAL

NO

NA

SWD 1.0 m

Recommended depth: 0.6-1.0m for low tension cable 1.5-2.0m for high tension cable

Telecommunication Cables Recommended depth: 0.6-1.0m directly laid ELEC: Electricity Cable SWD: Sewerage/Drainage & Water Lines SEW: Sewerage Gas Pipelines Recommended depth: 2.0-3.0m The placement of the utilities should comply with the below schematic representation, following the depth as per the above

Figure table: 36. Placement of the utilities, Source: Bhubaneswar Street Design Guidelines, BDA Left: 1.3-1.5m

LOCAL ROAD

ELEC

SWD

Right: 1.5 m SWD

ICT

0.6-0.8 m

0.7-0.9 m

0.5 m

1.0 m

Left: 1.3-1.5 m

COLLECTOR

ELEC

SWD

0.6-0.8 m

0.7-0.9 m

Left: 2.4 - 3.2 m

SUB-ARTERIAL

SWD

ELEC

SEW

0.6 m

0.8-1.0 m

1.0-1.6 m

Left: 5 m SWD

ICT

ELEC

SEW

1.0 m

1.0 m

1.5 m

1.5 m

Right: 1.8-2.2 m SWD ICT 0.5 m

WATER

0.5-0.7 m

0.5-1.0 m

Right: 2.8 - 3.2 m ICT WATER 1.0-1.2 m

Right: 5 m WATER 1.5 m

0.5-1.0 m

ICT

1.0 m

SWD

1.0-1.2 m

GAS 1.5 m

SWD 1.0 m

ARTERIAL

ELEC: Electricity Cable

SWD: Sewerage/Drainage & Water Lines

SEW: Sewerage

45

D. ADDITIONAL GUIDELINES 1. Mid-Rise Mixed Use Street

Mid-Rise Mixed-Use collector streets are designed to support a blend of residential, commercial, and recreational activities within a compact urban environment. These streets facilitate a vibrant atmosphere by accommodating higher pedestrian and vehicular traffic volumes. They prioritize accessibility and connectivity, linking various land uses while promoting local businesses and community engagement.

Figure 37. Ai generated rendering of a Mid-rise mixed use street; Dall-E a) Carriageway: Collector streets designated for mid-rise mixed-use developments should maintain a minimum of carriageway width of 4.5m in either direction, or 6m for one-way streets to accommodate bypassing vehicles. b) Footpaths: Footpaths should have a minimum width of 2.5 meters to accommodate the spillover from the commercial activity along plot edges. For a shared cycle and pedestrian footpath, the minimum width should be atleast 3.5 meters. c) Tabletop Crossings: Crossings at high pedestrian volume locations should be designed as tabletop crossings with traffic calming treatment for vehicles entering the tabletop crossing. d) Amenity and Parking Zones: Equal distribution of amenity and parking zones along the footpath edge should be provided, including atleast 5 modules of amenity zones at a stretch followed by 5 parking spaces. e) Amenity Zones: Amenity zones in mid-rise, mixed-use streets must accommodate dedicated vending zones for street-side vendors. f) Parking Zones: Only short-term parking must be provided along parking zones, to be specified with relevant signage. g) Loading Zones: Dedicated space on side streets or within parking zones must be identified for loading zones. h) Bus Facilities: Bus shelters must be provided within amenity zones, where available. Where amenity zones are not available, bus shelters must be designed to allow free flow of pedestrian movement through the stops.

46

Complete Streets for Rajkot

2. Low Density Street

Low Density collector streets primarily serve residential neighborhoods with lower traffic volumes. These streets provide direct access to homes and local amenities while ensuring safe circulation for residents. The design emphasizes a quieter environment, with features that promote walking, cycling, and community interaction, thereby enhancing the quality of life in less densely populated areas.

Figure 38. Ai generated rendering of a Low density street; Dall-E a) Amenity and Parking Zones: Atleast one module of amenity zone should be provided for 10 modules of parking spaces. b) Amenity Zones: Must be landscaped with shading trees and shrubs.

47

3. High-Rise Residential

High-rise residential collector streets are designed to accommodate the increased traffic demands associated with high-density living environments, such as apartment complexes and condominiums. These streets facilitate access to residential units and associated amenities while ensuring safe and efficient movement for pedestrians, cyclists, and vehicles. The design includes features that support public transportation and promote active transportation modes, reflecting the urban density of the area.

Figure 39. Ai generated rendering of aHigh rise residential street; Dall-E a) Access Management: Access curb ramps to high rise complexes should not be wider than 6m and must ensure continuous and smooth movement for pedestrians. b) Footpaths: Footpaths should have a minimum width of 2.5 meters to accommodate the spillover from the commercial activity along plot edges, if any. For a shared cycle and pedestrian footpath, the minimum width should be atleast 3.5 meters. c) Amenity and Parking Zones: Atleast 2 modules of amenity zone should be provided for 10 modules of parking spaces. d) Amenity Zones: Must include trashbins, vending spaces and landscaping strips with shading trees and shrubs. e) Bus Facilities: Bus shelters must be provided within amenity zones, where available.

Where amenity zones are not available, bus shelters must be designed to allow free flow of pedestrian movement through the stops.

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Complete Streets for Rajkot

49

2.4 Local Streets

Figure 40. Section and Plan showing an ideal Local street design; Source: Healthy Streets Design Workbook, ITDP.

Slow/ Local streets are the most minor and most common street type in urban areas. They primarily serve residential neighborhoods and have low traffic volumes and speeds

6M

6m wide Pedestrian-only streets They suitable for areas with high pedestrian traffic, such as markets and transit station surroundings.

Typical Width: Less than 12 m

Prohibiting vehicles on these bustling streets helps reduce noise, conflicts, and enhances the pedestrian experience. Adequate alternate routes for motor vehicles should be planned.

Types of Local Streets: 1. Neighborhood Residential : Neighborhood Residential streets primarily serve residential areas, providing direct access to homes and local amenities. They are characterized by low traffic volumes, slower speeds, and pedestrian-friendly features that promote community interactions.

1

Pedestrianization of streets can be implemented during specific hours of the day, taking into consideration the street’s current usage.

Street Vendors

V V V

Existing tree pit

2. Mixed use shared street: MixedUse Shared Streets accommodate both vehicular and pedestrian traffic, supporting a blend of residential, commercial, and recreational activities.

These streets are designed to prioritize pedestrian safety while allowing for shared use by cyclists and vehicles.

grating level +150mm

Seating

Street Light

two way

3. Informal pathways: Informal Pathways are unpaved or naturally surfaced routes that provide direct connections between residential areas and local amenities. They often vary in width and materials, prioritizing accessibility and informal use by pedestrians and cyclists.

pedestrian-only shared street footpath 1-side parking parking cycle track median service lane BRTS 94

50

V V V V

4 6

1

Complete Streets for Rajkot

3 INTRODUCTION

6M 6m wide shared streets

5.5 6

STREET DESIGN ELEMENTS

.5

Shared streets without segregated footpaths are ideal for local streets generally in residential/neighbourhood areas with lower traffic volumes, allowing pedestrians and cyclists to safely coexist with vehicles.

DESIGN TEMPLATES

Segregated footpaths are not required when street is traffic calmed to 15km/hr.

INTERSECTION DESIGN

Textured Surface for speed calming Street Light

IMPLEMENTATION & MATERIALS

Property acess level ±0.00mm

Cyclist

INSTITUTIONALISING HEALTHY STREETS

Footpath

Speed hump

two way

OTHER RESOURCES

pedestrian-only shared street footpath 1-side parking

REFERENCES

parking cycle track median service lane BRTS 95

51

ed ces.

Carriageway should have proper longitudinal gradient and camber (1:50) to allow for surface runoff.

Lane width

RoW

e l p o e P r o f s t e e r t S g ni n g i s e D s t s i r o t o M r o f g ni n g i s e D seigetart S gnimlaC cfi farT

E. CARRIAGEWAY GUIDELINES 1. Lane Configuration

a) Slow/Local streets should consist of a minimum of one lane in each direction, with a lane width ranging from 2.5 to 3.0 meters. In cases where traffic volumes are very low, a shared lane may be appropriate.

6-15m

2. Traffic Management a) Speed Limits: The design of slow streets should incorporate traffic calming measures to maintain low speeds. This includes the use of speed humps, chicanes, or other vertical elements. The recommended speed limit is typically 20-30 km/h.

a t a ya d e ni b m o c y t i l a u q -h g i e b o s la n ot s t e e rt s e n o o t dl .snoisnet x

2.75-3m

g ni t a n r e t l a sd na l si egd l e va r :7.3.6 eeS

12-30m s t eert S s t e e rt S d e rahS s t e e r t S d e ra hS lai t n e d i s eR

3-3.5m

Figure 41. Illustration detailing out the lane configration and width; Complete streets design workbook ITDP

Figure 42. Illustration representing chicanes as a design strategy for traffic-calming; NACTO Global street Design Guidelines

0-50m

Table 03: Edge-to-edge width of a traffic lane according to street categories. Lane width is defined by the function of the street rather than available right-of-way (Code of Practice-1

by MoUD)

3-3.5m

3 31

EDIUG NGISED T EERTS LABOLG

t a sd na l e c ud e r h t g ni t u o na h t r e h :4.11 eeS .n

65

h/mk 01 | m 01 | ngisedeR Figure 43. Illustration showing the overall street design of a local street; NACTO Global street Design Guidelines

52

s nai r t s e d e c ud e r yl ev i t a l e r n d e su e b o t ro s noit e eS .s t

Complete Streets for Rajkot

F. EDGE GUIDELINES

Designing Streets for People 1. Sidewalk Width: Sidewalks should have a minimum width ofDesigning 1.8 metersfor wherever possible.

Pedestrians Sidewalks 2. Surface Material: The surface of sidewalks should consist of durable, non-slip materials such as textured concrete or brick pavers to ensure safety in all weather conditions.

3. Lighting: Adequate lighting must be provided along sidewalks, with light poles spaced every 30 meters to eliminate dark spots. The height of light poles should not exceed 12 meters to avoid undesirable illumination of private properties.

4. Landscaping: Landscaping features, such as trees, shrubs, and planters, should be Streets for People incorporated along the roadways to enhance aesthetics andDesigning provide shade for pedestrians.

Designing for Pedestrians Trees should be spaced appropriately to avoid obstructing sightlines and pedestrian pathways.

Sidewalks 5. Crossings: Clearly emarked should be installed at regular intervals lpoeP rofpedestrian steert S gningcrossings ise D airhomes, t sedeP roschools, f gningiseDand local amenities. Raised crossings may be to ensure safe accesssnto s g ni s s o r C n a i r t s e d e P considered to further enhance pedestrian safety.

Geometry

Figure 44. Illustration showing edge design specifications and distance between light poles; Complete Street Design Guidelines, ITDP

Figure 45. Illustration of various traffic calming design strategies; NACTO Global Street Design Guidelines x

Geometry

2m

2.4 m 0.6 m

2.4 m

1.5 m

4m

3.5 m

3m

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2.4 m

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o r e h t g ni c u d e r y B a e na l e n o o t s e na l mu id e M o t w c ud e r o t d e c r o f e r a o N d e z i l a n g i S d etaut rf gnimoc cfi fart ot n a i d e m e h t f o h t d i w mu mi ni m e h T dluohs stnemele lortnoc deeps lacit reV o N n o i t c e s r e t n I t A > 1.8 m Sidewalk Sidewal .noitceNarrow rid nSidewalk eew teb tesf fo eht dna m 3 eb dluoRibbon hs gnissorc eht morf m 01–5 kcab tes Narrow eb cn olid Br-odciM s 53 g ni s s o r c n a i r t s e d e p e h t f o s g e l o w t e h t seires A .deseepYs ralucihev otkg ca with Trees i w e n a l a ni a t ni a M h / m k 0 3 w o l e B d e e p S r a l u c i h e V h / m k 0 3 e v o Quiet streets in low-density In low-density streets where gnissorc gnipeek ,m 1 deecxe ton dluohs s e s a e r c ni g ni s s o r c e h t e r o f e b s p mu b f o e m e r o f t ni o p h c ni p wo L s.esm mu id . mu mi ni m a o t s e c n a t s i d leu velol Vecra nlauilcpih meoVc

contexts might have

the sidewalk sits between a

Medium-density r

G. SHARED STREET GUIDELINES In situations where dedicated cycle tracks cannot be provided, shared street designs can accommodate both pedestrians and cyclists within the same space.

1. Shared Space Design: Shared streets should have a minimal vertical separation between different modes of transport. The design should prioritize pedestrian movement while allowing cyclists to use the same area.

2. Width and Surface: The shared roadway should have a minimum width of 6 meters to accommodate both pedestrians and cyclists comfortably. The surface should be made of highquality, durable materials that provide a non-slip surface for safety.

3. Traffic Calming Measures: Implement traffic calming measures such as raised intersections, speed humps, or textured pavement to encourage lower vehicle speeds and enhance safety for all users.

4. Parking Guidelines - On-street a) On-street parking should be provided only where street width and traffic flow allow. On narrow streets, it can be limited to one side to avoid congestion. b) Parking spaces should be planned based on the width of the carriageway and the space required for vehicles. The typical space required for parallel parking is around 2.5 meters in width and 6 meters in length per vehicle.

Complete Streets - Design Workbook

c) Setbacks from intersections: Parking should not be allowed within 15-20 meters of an intersection to avoid obstructing visibility and traffic flow.

On-street parking No kerbs

Kerbs are not recommended since the presence of kerbs indicates a motor vehicle through route.

Parking should be provided intermittently and strategically as a means to reduce travel speeds; parking space should be clearly defined and marked.

Social space

Social spaces are created outside of the travel-way through dedicated infrastructure such as tables, benches, etc. and also informally within the travel-way without the dedication of specific infrastructure.

Road Geometry

Rather than relying on traffic controls, users are guided to slow down by the physical design of the street using visual street narrowing, street trees, landscaping, etc.

Street entrance Materials

The streetscape should not resemble a typical street and should make abundant use of different paving materials, street furniture, and landscaping.

54

A transition element encouraging speed reduction should mark the entrance - this could be a ramped entry, bright signage, narrowed roadway at the street entrance, different paving materials, or a combination of these elements.

Figure 46. Illustration detailing out the elements of a shared street; Complete Streets Design Workbook, ITDP

Complete Streets for Rajkot

H. ADDITIONAL GUIDELINES: 1. Neighborhood Residential

Neighborhood Residential streets primarily serve residential areas, providing direct access to homes and local amenities. They are characterized by low traffic volumes, slower speeds, and pedestrian-friendly features that promote community interactions. a) Traffic Management: Neighborhood Residential streets should prioritize pedestrian and cyclist safety by maintaining low traffic volumes. Speed humps or other traffic calming measures should be installed at regular intervals to discourage speeding 2. Mixed Use Shared Street

Mixed-Use Shared Streets accommodate both vehicular and pedestrian traffic, supporting a blend of residential, commercial, and recreational activities. These streets are designed to prioritize pedestrian safety while allowing for shared use by cyclists and vehicles. a) Traffic Management: Mixed-Use Shared Streets should accommodate both vehicular and pedestrian traffic. Traffic calming measures should be applied to maintain low vehicle speeds. b) Pedestrian and Bicycle Access: Sidewalks should be a minimum width of 2.0 meters, and shared spaces should allow pedestrians and cyclists to navigate freely. Cycle tracks may be integrated into the shared space and demarcated with painted lines or signage. c) Public Spaces: Design features such as seating areas, public art, and landscaping should encourage social interaction and community engagement.

Figure 47. Ai Generated image of a mixed use shared street, Dall-E

3. Informal pathways Informal Pathways are unpaved or naturally surfaced routes that provide direct connections between residential areas and local amenities. They often vary in width and materials, prioritizing accessibility and informal use by pedestrians and cyclists. a) Design Flexibility: Informal pathways may vary in width and surface material, often being unpaved or constructed from natural materials. They should prioritize direct connections between residential areas and local amenities. b) Accessibility: Ensure that informal pathways provide accessibility for all users, including individuals with mobility challenges. Pathways should be free of obstructions and have gentle slopes where applicable. c) Landscaping: Encourage natural landscaping along informal pathways to enhance the environment and provide shade, while maintaining visibility and safety for users.

55

56

STREETS FOR ALL

Complete Streets for Rajkot

57

3. STREETS FOR ALL 2.1.4 Bus Stops

Dis

3.1 Diverse Needs

Bus stops provide safe and comfortable waiting spaces. They should be located such that they are easy to identify and do not obstruct the walking zone. Bus stops should be placed such that buses can pullIn designing urban streets spaces, it isand essential that cater to the overand in their original path do not needto tocreate get into aenvironments niche (bus bay), thus ensuring smooth movement of traffic. A typical bus stop shelter should be 9mx2.5m in size. The length of the bus stop should be diverse needs of all users, ensuring inclusivity and accessibility.

The guidelines presented here are determined based on the number of buses and expected volume of buses using the stop. For seamless multi-modal integration, relocate integration, the existing bus stops whereverbarrier-free necessary to themovement, nearest public and focused on fostering seamless public transport promoting transport interchange options. Ensure the placement of new bus shelters in closer proximity to other making spaces child-friendly.

By prioritizing these elements, we can create streets that not only modes of public transport.

support efficient transportation but also enhance safety, convenience, and comfort for pedestrians Location of all ages and abilities. These principles serve to ensure that cities are not only functional but also equitable, welcoming, and sustainable for all residents, including those with mobility challenges, young children, and public transport users.

A. FOR PUBLIC TRANSPORT 3m

3m

1. Bus Shelters: Bus shelters should be installed at all major bus stops along the streets to provide protection from weather elements. Each shelter should accommodate at least 4-6 passengers comfortably and include seating. Shelters should be accessible, with a minimum height clearance of 3 meters and equipped with information panels displaying routes and schedules (ITDP India Street Design Manual).

3

4.5 5

BUS STOP

1

0

1

3

BUS STOP

0

4.5 5

Footpath <4

Footpath >4.5m

2. Bus Signs: Clear and visible bus signs must be placed at each bus stop, providing essential information about routes, schedules, and operational details. Signs should be positioned at a height of approximately 1.5 to 2.0 meters for easy visibility from both the street and sidewalk (Urban Street Design Guide). w D

w

D

D D

3. Accessibility Features: Ensure bus stops 1.2m are accessible for individuals with disabilities by incorporating features such as low curbs and tactile indicators to assist visually impaired users in navigating to and from the bus stops (Bhubaneswar Street Design Guidelines).

1.2m

4. Waiting Areas: Designate waiting areas at bus stops that are free ofFootpaths obstructions, allowing for safe >4.5m wide Footpaths <4.5m wide Figure 48. Bus shelter design boarding and alighting from buses.

These areas For footpaths > 4.5m wide, bus stops shouldFootpath be in >4.5mFor footpaths < 4.5m wide, bus stops should be Footpath <4.5m specifi Healthy Streets the MUZ.well-maintained, and pushed to thecations; wall to ensure sufficient space in should be clearly marked, the front for walking zone.

Design Workbook, ITDP situated close to pedestrian pathways (Global Street 58 Design Guidelines).

0

1

3

4.5 5

5. Lighting: Adequate lighting must be provided at bus stops and shelters to enhance safety and visibility during nighttime use. Light fixtures should be positioned to minimize glare for passengers and drivers (ITDP India Street Design Manual).

58

0

1

3

Dist

Bus with

4.5 5

0

1

3

Complete Streets for Rajkot

B. FOR BARRIER-FREE MOVEMENT

Designing Streets for People Designing for Pedestrians Universal Accessibility

6.3.8 | Universal Accessibility

1. Ramps: All curbs at crossings and public transport Pedestrian Ramps stops must include ramps to facilitate access for Pedestrian ramps are inclined planes facilitating the access sidewalks for people using wheelchairs and other personal individuals with mobility ofmobility challenges.

Ramps should devices, as well as those pushing strollers, carts, or heavy luggage. They are generally composed of three elements: have a maximum slopetheof 1:12 and a width of at slope, the top landing, and the side flares.

• Slope least 1.8 meters, as recommended in the Global The slope should be constructed of non-slip materials and be of a maximum slope of 1:10 (10%)—ideally 1:12 (8%). The ramp Street Design Guidelines.width should be as wide as the clear path: minimum 1.8 m

Side Flares

Grade Breaks Top Landing

1.8 m

1.8 m Minimum

5.1 Footpaths

wide, 2.4 m recommended.

Footpaths 2. Tactile Paving:5.1Install tactile paving at key crossing • Top Landing Continuity Across Streets & Fixed elements The top landing is located at the top of the ramp and allows points and public transport stops tosideassist visually ramp access across flares. The landing should be as wide as the clear path or minimum 1.8 m wide.

Footpaths should continue across local streets as impaired individuals in navigating their environment.

• Side Flares table-tops with fortovehicle Side flares areramps intended preventaccess. tripping hazards. Side The tactile surfaces should visually with flarecontrast slopes cannot exceed 1:10. Grade breaksthe at the top and Bulb-outs in MUZ Bulb-out the bottom must be perpendicular to the direction of the are permanent obstructions, a clear 2m surrounding pavement Iftothere ensure clear identification ramp. wide walking zone should be maintained through Pedestrian ramps can be oriented parallel to sidewalks, where bulb-outs in the MUZ. (Urban Street Design Guide). space is limited and it is difficult to fit a top landing.

(10%)

Continuity Across Property 10 Access

Landing

1.8 m

3.5m

Slope-1:8

5.1 Footpaths

Lvl ±0.15m

Lvl ±0m

2

INTRODUCTION

a) Provide clear, legible signage throughout the Signagethose with streets to guide all users,2.1.2D including disabilities. Signs should use high-contrast Detectable Surfaces colors and large fonts, with pictograms included Provide tactile paving or detectable warning strips at curb ramps and other transitions between pedestrian, vehicular, or for better comprehension (Bhubaneswar Street shared areas.

Design Guidelines). Detectable surfaces should provide a distinctive texture

(12%)

Lvl ±0.15m

(12%)

Lvl ±0m

La To nd p in g

1.5 m

A level landing of a minimum 1.8 m length accommodates the maneuvering of a wheelchair.

3. Signage:

Lvl ±0m

RAMP 1

STREET DESIGN ELEMENTS

intended to have a uniform meaning in alerting people to the

1

3

Surface material shoul

4.5 5

Streets with MUZ in the surfa any breaks

expansion joints) are n

Directional Signage should be located at 0.25m from the kerb Tactical

edge with minimum 2.1 m vertical clearance from Accessible Pathways: All sidewalks and pedestrian the finished footpath level to the bottom of the signage board. pathways must be free of obstacles and designed 0

1

3

Visually impaired pede walking to find their wa cross safely. Tactile pav away from the edge of collision as shown in th INTERSECTION DESIGN

4.

0

DESIGN TEMPLATES

c) Braille Signage: Braille sign boards should be located between 1.4-1.6m from finished footpath Location level.

Streets with Footpath < Footpaths should slope accommodate property

Street Navigation for the Visually Impaired

Lvl ±0.15m

4.5 5

*Detail specification of tile IRC:SP:117

Lvl ±0m

Signage location

Blister Tactical

2

A clear wide footpath with vendors in MUZ in Smart Janpath, Bhubaneswar Image Source - Elements Creative India

Lvl ±0.15m INSTITUTIONALISING HEALTHY STREETS

INTRODUCTION

5. Crossings: Provide clearly marked pedestrian 2.1.2D Signage crossings with audible signals at traffic lights to

Flared ramp

J. M. Road, Pune

IMPLEMENTATION & MATERIALS

to accommodate wheelchairMultiple users.

The signs surfaces informatory can be combined on a 90 GLOBAL STREE T DESIGN GUIDE single pole to reduce clutter. should be smooth, durable, and constructed with All signages shall adhere to the specifications Encroachment along thenon-slip railing in Annamaterials Salai, Chennai to prevent accidents (ITDP India mentioned in IRC: 67 - 2021 Street Design Manual).

Lvl ±0.15m

4.5 5

Lvl ±0.15m

3

Streets with Footpath≥ 1.5m Vehicle access ramp should have a slope of 1:8, and should not be wider than 3.5m to avoid Blockparking indicatesencroachment. “go” Block indicates “stop”

2.1m

1

JM road, Pune. Image sou

36 STREET DESIGN ELEMENTS

OTHER RESOURCES

DESIGN TEMPLATES

1.4-1.6m

Figure 49. Tactile Paving; Healthy Streets Design Workbook, ITDP 2.1m

0

of conflict b) Signage should be approach located at zones.

0.25m from the kerb edge with minimum 2.1 m vertical clearance from the finished footpath level to the bottom of Continuity across local streets the signage board.

Figure 50. Signage Design, ITDP

3

4.5 5

0

1

3

4.5 5

Orientation

59

Signage should be placed perpendicular to the line of traffic, on the left side of the road with Accessibility` clear visibility.

INTERSECTIO DESIGN

P. H. Road, Chennai

Braille Signage Signage should be located at 0.25m from the kerb edge with minimum 2.1 m vertical clearance from Braille sign boards* should be located between the finished footpath level to the bottom of the 0 1 3 4.5 5 1.4-1.6m from finished footpath level. signage board. *For signage design details, please refer to IRC:SP:117

REFERENCES

Location

assist visually impaired pedestrians. Crossings should be raised or textured to enhance visibility and safety for all users (Global Street Design Guidelines).

C. FOR CHILD-FRIENDLY DESIGN 1. Protection and Safety a) Speed Limits: Implement lower speed limits (preferably 20-30 km/h) in areas with high pedestrian activity, particularly near schools, parks, and residential neighborhoods. This helps reduce the risk of accidents involving children. b) Traffic Calming Measures: Incorporate traffic calming measures such as speed humps, raised crossings, and curb extensions to slow down vehicular traffic. These features should be strategically placed to enhance safety near schools, playgrounds, and community centers.

2. Safe Crossings a) Crosswalk Design: Pedestrian crossings should be marked at all major intersections and near schools. Use high-visibility paint and additional signage to alert drivers to the presence of pedestrians. b) Raised Crossings: Implement raised pedestrian crossings at key locations to provide a clear and safe path for children. These crossings should be designed to slow down vehicle speeds and ensure visibility. c) Audible Signals: At traffic signals, provide audible signals for visually impaired pedestrians, CHILD FRIENDLY INSTITUTIONS ensuring that all children, regardless of their abilities, can cross safely.

ACCESSIBILITY GUIDELINES 3. Accessible Routes to Schools and Play Areas a) Direct Pathways: Design safe and direct routes to schools, parks, and recreational areas.

Figure 51. Illustration depicting Safe crossings for child friendly street design; Bhubaneswar Child Friendly Public Space Design Guidelines, BDA

Exhibit 50: Availability of pedestrian crossings nd refuge areas at walkable distance

D. STREET DESIGN

60 Traffi Signal 18.

D1 Signals should be installed at junctions with traffic volume count more than 3000.

21. Preferably these pedestrian crossings should be D4

placed within 250m radius from the entrance gates

Complete Streets for Rajkot

Ensure these routes are well-maintained and free of obstacles, providing a clear path for children to walk or cycle. b) Signage: Use clear, child-friendly signage to guide children to school and play areas. Signs should feature bright colors, simple language, and illustrations to enhance understanding.

4. Community Engagement a) Involve Children and Parents: Engage children and their parents in the design process to understand their needs and preferences. Conduct workshops and surveys to gather input on amenities and features that enhance safety and enjoyment. b) Awareness Programs: Implement community awareness programs to educate children and parents about road safety, encouraging safe behaviors when navigating streets.

5. Playful Design Features a) Interactive Elements: To create a welcoming environment for children, incorporate playful and engaging design elements, such as colorful pavement markings, murals, and CHILD FRIENDLY STREETS interactive street furniture.

ACCESSIBILITY GUIDELINES

b) Community Spaces: Designate areas along streets for informal play and social interaction.

These spaces should be safe and easily accessible, encouraging children to engage with their surroundings.

6. Visibility and Awareness a) Driver Awareness: Use signage such as “Children at Play” and “School Zone” indicators to increase driver awareness in areas frequented by children. This can help ensure that Figure 52. Illustration depicting playful design elements and sidewalk design for child friendly streets; Bhubaneswar Child Friendly Public Space Design Guidelines, BDA

61

62

PROCESS

Complete Streets for Rajkot

63

drivers remain vigilant. b) Landscaping Considerations: Ensure that landscaping does not obstruct sightlines at crossings and intersections, allowing children and drivers to see each other.

A

C

Needs Assessment

Setting Objectives

Data collection & Analysis

Public consultation and surveys

Enhancing pedestrian safety

Demography

Public transport accessibility

Traffic Volume

Creating sustainable transportation

GIS and Mapping

Creating childfriendly spaces

Infrastructure

Context understanding Traffic and Movement Analysis Existing Infrastructure assessment

64

B

Complete Streets for Rajkot

4. PROCESS The development of Complete Streets guidelines in Rajkot is a crucial initiative aimed at enhancing the city’s urban mobility and inclusivity. A “Complete Street” is designed to be accessible, safe, and efficient for all users, including pedestrians, cyclists, motorists, and public transport users.

D

E

F

Design

Implementation

Management & Monitoring

Policy & Guidelines

DPR & BOQ (Annexure - 1)

Concept development (Annexure - 2)

Prioritization of projects

Street Assessment Management Plan (SAMP) (Annexure - 3)

Community Engagement

Funding and resources

Review and Feedback

Communication strategy

Funding and resources for improvement

65

ANNEXURES 66

Annexures

Complete Streets for Rajkot

Annexure 1 : Model DPR

TABLE OF CONTENTS Executive Summary ................................................3 Introduction ............................................................6 Analysis of Existing Situation .................................10 1.

Location & Context ........................................10

2.

Road Connectivity ..........................................15

3.

Visual Survey ..................................................16

4.

Traffic & Parking study ...................................18

5.

Pedestrian & Cyclist Facilities study ...............19

6.

Existing Utilities Survey ..................................20

7.

Analysis of Issues ...........................................23

Concept Design .....................................................24 Vision ............................................................... 24 Goals................................................................ 24 Components Included in Design ...................... 24 Estimates ...............................................................25 Drawings & Illustrations ........................................26

2

67

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68

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Complete Streets for Rajkot

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70

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Complete Streets for Rajkot

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Complete Streets for Rajkot

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74

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Complete Streets for Rajkot

*! ( * * ( '-, , + $ , *' ?+@ & /*!,, & * 7

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75

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77

78

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79

2.

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3. , !$ ' -% &, ,!'& ' , 0!+,!& '& !,!'& & * , * ' , + $ , *' +4 , *'- $ * ( ',' * ( + & '& !+ + *!(,!'&+ '* ( ','7

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81

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4.

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83

5.

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6.

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% ' + *! , , !$+ ' 6< o , !$+ & $' ,!'& ' ('/ * $!& + /!, !& , ?

; ; &, *@7

o &-% * ' ,* &+ '*% *+4 "-& ,!'& '0 +4 , 7 o ,', $ +, ,!'& +-*. 1 * /!& ?'* % (@ ' , *' ?+@ !& ! ,!& , $' ,!'& ' , ('/ * $!& + ; ,* &+ '*% *+ ; "-& ,!'& '0 + ; , 7 o '/& *+ !( & 1 ' , ('/ * $!& +7 o , * , (*'('+ $ !&.'$. + , + ! ,!& ' ('/ * $!& +7 o , (*'('+ $ !& $- + + ! ,!& ; -( * ,!'& ' ('/ * $!& + ; ,* &+ '*% *+ ; , 74 , !$+ %-+, (*'.! ' '&+-$, ,!'&+ $ /!, , -,!$!,1 '/&!& & 17 o , !$+ ? + % &,!'& '. @ ' &1 ! , &+!'& $!& + *-&&!& $'& , + $ , *' ?+@7 o , (*'('+ $ !&.'$. + ! !& !& , .! !&!,1 ' , ! , &+!'& $!& +4 , !$+ %-+, (*'.! ' '&+-$, ,!'&+ $ /!, , -,!$!,1 & 1 & !& *+7 ' + *! , '$$'/!& 6< o , !$+ & $' ,!'& ' , $ '% $!& + /!, !& , ?

; ; &, *@7

o ',' * ( + ' '. * , $ '% $!& +7 o ,', $ +, ,!'& +-*. 1 * /!& ?'* % (@ ' , *' ?+@ !& ! ,!& , $' ,!'& ' , , $ '% $!& +7 o '/& *+ !( & 1 ' , , $ '% $!& +7 o , * , (*'('+ $ !&.'$. + , + ! ,!& ' , $ '% $!& + ; -( * ,!'& ' , $ '% !& * +,*- ,-* 7 o , (*'('+ $ !& $- + + ! ,!& ; -( * ,!'& ' , $ '% !& * +,*- ,-* 4 , !$+ %-+, (*'.! ' '&+-$, ,!'&+ $ /!, , -,!$!,1 '/&!& & 17

85

" " ' + *! , '$$'/!& 6< o , !$+ & $' ,!'& ' +,'*% / , * * !& '* , + $ , *' ?+@7 o ',' * ( + ' -$. *,+ ; % * ; +$ + '. * +,'*% / , * '0 * !& ; , 77 o ,', $ +, ,!'& +-*. 1 * /!& ?'* % (@ ' , *' ?+@ !& ! ,!& , $' ,!'& ' , +,'*% / , * $!& 7 o , !$+ ' , & 1 !& * ' +,'*% / , * % & % &, ' , + $ , *' +?+@7 o , * , (*'('+ $ !&.'$. + , + ! ,!& ; -( * ,!'& ' +,'*% / , * !& * +,*- ,-* 7 o , (*'('+ $ !& $- + + ! ,!& ; -( * ,!'& ' +,'*% / , * !& * +,*- ,-* 4 , !$+ %-+, (*'.! ' '&+-$, ,!'&+ $ /!, , * $ . &, ( *,% &, ; & 17

" # & ' + *! , '$$'/!& 6< o , !$+ & $' ,!'& ' / , * +-(($1 $!& + & '-+ '&& ,!'&+ ? $'& /!, &1 ++' ! , !& * +,*- ,-* @ '& , + $ , *' ?+@7 o ',' * ( + ' % *+ ; (-%( '-+ ; , 7 '& , + $ , *' ?+@ o ,', $ +, ,!'& +-*. 1 * /!& ?'* % (@ ' , *' ?+@ !& ! ,!& , $' ,!'& ' , / , * $!& ; % *+ ; (-%(!& +, ,!'& ; , 7 ? + (($! $ @7 o , !$+ ' , & 1 !& * ' / , * +-(($1 '* , + $ , *' +?+@7 o , * , (*'('+ $ !&.'$. + , + ! ,!& ; -( * ,!'& ' / , * +-(($1 (!( $!& & '&& ,!'&+7 o , (*'('+ $ !& $- + + ! ,!& ; -( * ,!'& ' / , * +-(($1 (!( $!& +4 , !$+ %-+, (*'.! ' '&+-$, ,!'&+ $ /!, , * $ . &, ( *,% &, ; & 17

% ' + *! , '$$'/!& 6< o , !$+ & $' ,!'& ' + / * $!& + & '-+ '&& ,!'&+ ? $'& /!, &1 ++' ! , !& * +,*- ,-* @ '& , + $ , *' ?+@7 o ',' * ( + ' % *+ ; (-%(!& +, ,!'&+ ; + ; , 7 !& , .! !&!,1 ' , + $ , *' ?+@7 o ,', $ +, ,!'& +-*. 1 * /!& ?'* % (@ ' , *' ?+@ !& ! ,!& , $' ,!'& ' , + / * $!& ; % *+ ; (-%(!& +, ,!'& ; ; , 7 ? + (($! $ @7

86

Annexures

Complete Streets for Rajkot

o , !$+ ' , & 1 !& * ' + / '* , H+ $ , *' +?+@7 o , * , (*'('+ $ !&.'$. + , + ! ,!& ; -( * ,!'& ' + / * (!( $!& & '&& ,!'&+7 o , (*'('+ $ !& $- + + ! ,!& ; -( * ,!'& ' + / * (!( $!& +4 , !$+ %-+, (*'.! ' '&+-$, ,!'&+ $ /!, , * $ . &, ( *,% &, ; & 17 ! + , ' + *! , '$$'/!& 6< o , !$+ & $' ,!'& ' + +-(($1 $!& + & '-+ '&& ,!'&+ ? $'& /!, &1 ++' ! , !& * +,*- ,-* @ '& , + $ , *' ?+@7 o ,', $ +, ,!'& +-*. 1 * /!& ?'* % (@ ' , *' ?+@ !& ! ,!& , $' ,!'& ' , + $!& 7 o , !$+ ' , & 1 !& * ' + +-(($1 '* , + $ , *' +?+@7 o , * , (*'('+ $ !&.'$. + , + ! ,!& ; -( * ,!'& ' + +-(($1 (!( $!& & '&& ,!'&+7 o , (*'('+ $ !& $- + + ! ,!& ; -( * ,!'& ' + +-(($1 (!( $!& + '* ! , (*'('+ $ /!$$ !&.'$. ! !& !& , .! !&!,1 ' , + (!( $!& +4 , !$+ %-+, (*'.! ' '&+-$, ,!'&+ $ /!, , * $ . &, ( *,% &, ; & 17

" " "! ' + *! , '$$'/!& 6< o , !$+ & $' ,!'& ' +,* ,$! ,+ '& , + $ , *' ?+@7 o ,', $ +, ,!'& +-*. 1 * /!& ?'* % (@ ' , *' ?+@ !& ! ,!& , $' ,!'& ' , +,* ,$! ,+7 o , !$+ ' , & 1 !& * ' +,* , $! ,!& '* , + $ , *' +?+@7 o , * , (*'('+ $ !&.'$. + , + ! ,!& ; -( * ,!'& ' +,* ,$! ,+7 o , (*'('+ $ !& $- + + ! ,!& ; -( * ,!'& ' +,* ,$! ,+4 , !$+ %-+, (*'.! ' '&+-$, ,!'&+ $ /!, , * $ . &, ( *,% &, ; & 1 ?! (($! $ @7

& " $ " " ' & $- !& , !$+ & $' ,!'& ' & $$ +4 ,'!$ , $' #+4 ('$! #!'+#+4 , 7 '* &1 ', * !& * +,*- ,-* -& * , (-*.! / ' ', * & ! +7

87

7. + '& $$ ' , '. +,- 1 & , 4 +-%% *1 ' , $$ & + 0( *! & 1 -+ *+ %-+, (*'.! !& , !+ + ,!'&7 + ,!'& /!$$ ++ &,! $$1 '-,$!& , & '* , #!& , !+ *' ? '* -( * ,!'&@ /!, "-+,! ! ,!'&7 !,!'& $ , ; !& '*% ,!'& + '& (- $! #4 -+ * 0( *! & & +!, .!+!,+ & ' -% &, ,' +-(('*, , +-%% *1 ' !++- + '& , + $ , *' ?+@ ++- + !& $- !& $'' !& 4 *'# & '',( , +4 (', '$ +4 * )- &, * #!& '* *' +-* 4 , 7 * ,' ' -% &, ; $!+, '-, & !+ -++ 7

88

Annexures

Complete Streets for Rajkot

*'.! *! + *!(,!'& ' , .!+!'& '* , * < +! & *' ?+@7

, * , ( * % , *+ , , /!$$ !& , +- ++ ' , !+ (*'('+ $3

'* , + $ , *' ?+@4 *! + *!(,!'& !+ ,' (*'.! ' $$ , (*'('+ & + ,' , & , !$+ ' / , * , '%($ , !+ !& * +! & '* '&$1 +( ! ! '%('& &,+ * !& , # & -(7 !,!'& $$14 , $!+, ' -,!$!,! + !& '&+! * '* + ! ,!& ; -( * ,!'& '* *' !+ ,' % &,!'& 7

89

, !$ +,!% , + ' '+,+ %-+, (*'.! !& , !+ + ,!'&5 $'& /!, % , *! $+4 )- &,!,! +4 * , +4 * , & $1+!+4 , 7 +,!% , + %-+, , # !&,' '-&, $$ $ % &,+ !& $- !& , (*'('+ $4 !& $- !& $$ !.!$ /'*# !, %+4 $! ,!& 4 $ & + (!& 4 + ! ,!& ' -,!$!,! +4 $ 1!& ' & / (!( +4 +! & $ % &,+ +- + + ,!& 4 '$$ * +4 , 7

90

Annexures

-%(+-% *'% ( +, 0( *! & & , # & '* ,!$!,1 ! ,!& = '/ . *4 "-+,! ! ,!'& /!$$ & ,' (*'.! '* + + ' $-%(+-%7

Complete Streets for Rajkot

* /!& ?!& ((*'(*! , + $ @ + '/!& , '& (,- $ (*'('+ *' $ 1'-, /!, $ & + (!& 4 ( *#!& 4 +! & ,-* +4 , 7 !+ ('*,!'& & ,, + I + ,+4 ! * )-!* 7 !+ + ,!'& & '&, !& , '$$'/!& 6< '(' * ( ! $ +-*. 1 * /!& ' 0!+,!& *' ?! . !$ $ @ /!, $$ 0!+,!& *' ,-* + ' -% &, 7 $ &+ ' , (*'('+ * < +! & *' $ 1'-, + '/ +!& , . *!'-+ +,* , ,-* + !& (*'('+ 7 *'++< ,!'& + '/!& , o )-!, $ !.!+!'& ' , o *'('+ '* &!2 ,!'& ' -& * *'-& -,!$!,! + o - < * $ 1 *+ ' '',( , & *' o , !$+ ' $ & + ( ; ( *#!& , 7 o *'++<+ ,!'& !+ ,' (*'.! , $$ !&, *. $+ / * , * !+ & !& '& !,!'& ' , '* , . *1 KF < GFF%7 $$-+,* ,!'&+ '* I .! /+ ' , (*'('+ +,* , +! & ?! . !$ $ @7

"' ' ' ' % 0 $( ' ) & "! " ' * ' $( ' &# "% # &'% ! ") !' ! ) ( % ") !'. ! "% ! * ' !"% & 3 * ' #%") & "! "% !'& &( & , '% &. ! & # ! . # % ! ' 1 * % & 1 % ! - (! % %"(! (' ' & * ' % ( % !&# ' "! %& "% ',# " (' ', ! ! ( ! ' #%"#"& 1 "!' !("(& ""'# ' & "! ' ! ' " ' %" * ' (! ) %& && ', &' ! % & ! "%#"% ' ! && % #& ' ) % ! &1 ! "% '% ) ! "! ' ! ' " %" 1 o ! & " !, #%"#"& ! % & ! ' * ' " ' + &' ! %% * , "% %" * ! ! . &'%"! (&' ' "!. * ' '% "(!' ' ! # "'" % # (% ! # "(%&. * % $( % 1 ' "! ,. ' #%"#"& "% ! $( & ' "! * ! '" &( '' & !! +(% 1 #%") ' ! . ! & # ! ! &# "% ! "% ! - ) ! ! ! # % ! , &" "!& % ! ' #%"#"& 1

91

!' %& ' "! 2 (! ' "! & ! * ' ! && %, " '% "%% ' "!& ! (! ) %& && ', "% # &'% !2 , &' %"&& ! &1 o $( ' ' ! (&' &" !&(% ' (! ' "!& '" ! ' !, % &#"'&1 & ! ! &' ' & (&' ! ( #%") & "! "% '(% & &( & ( #' 4 " 5 ' "! 4 5 ! &# ' ) !'& 4 5 ! !" ! ! ' + &' ! %" ) * "* 1

92

Annexures

Complete Streets for Rajkot

Annexure 2 : Urban Road must Haves Urban Road

Must Haves

POWER LINES

HD

PE

Neatly laid power lines, beneath the footpath

Power lines encased in HDPE pipes

Inspection chambers at regular intervals

Depth separation of LT and HT cables

93

Urban Road

Must Haves

STORM WATER Pipe and manhole system

Adjacent to carriageway wherever possible

Inlet points, at manholes with gratings

Drain channel to carry water along road edge

94

Annexures

Complete Streets for Rajkot

Urban Road

Must Haves

FOOTPATH Minimum 2m* wide clear walking space

Universally accessibility with max. height 150mm

Ramps at property entry & table-tops / dropkerbs at crossings School ahead

Crossings at 150m- 200m interval *Refer IRC 103: 2022 for widths across various landuses.

95

Urban Road

Must Haves

CARRIAGEWAY Uniform carriageway from Junction-Junction

Equal no. of lanes throught the way

Travel lane widths of 3m and to never exceed 3.5m 3m each

0

1:5

96

Annexures

Reasonable slope for drainage of water

Complete Streets for Rajkot

Urban Road

Must Haves

LANDSCAPE Tree pits-grating of radius 1m – 1.5m

Tree pits filled with landscape if no grating

Landscape strips below paved surface for water flow Landscape strips of min.

600 mm to separate travel lane and footpath.

97

Urban Road

Must Haves

PARKING Dedicated parallel parking bays - 2W,3W,4W

Differently abled parking at 3.6 x 6.5 m with a ramp slope of 1:15

98

Annexures

Complete Streets for Rajkot

Urban Road

Must Haves

STREET FURNITURE Provided within the multi utility zone / footpath

Universally accessible, vandalism proof & durable

Integrated and planned with the street design.

Waste bins at 50 -75 m distance

99

Urban Road

Must Haves

STREETLIGHT H

63

mm

HD

PE

3x

Installed at a distance of 3 times the pole height

HDPE pipes under MUZ / footpath for cables.

Neutral bright white LED lights

Brightness between 25 - 30 LUX

100 Annexures

Complete Streets for Rajkot

Annexure 3 : Urban Road Maintenance

Our streets are a valuable asset – considering them as such can assist in having long-term infrastructure for citizens

CREATION OF SAMP*

*Street Asset Maintenance Plan I 24/03/25

Maintenance of Urban Roads

I 2

Outcomes of SAMP 1

2

3

4

5

Achieve whole of life value for money

Improve transport I 24/03/25 system resilience

Improve adaptive capacity and capability

Improve community connectivity and social wellbeing

Maintenance of Urban Roads economic growth

Assets are managed at the best lifecycle cost

It is more robust to both natural hazards and climate change

A high level of readiness and better ability to respond to major adverse events.

More robust to both natural hazards and climate change

I 24/03/25

Contribute to

I 3

and productivity

Helping reduce the overall costs of transport and ensuring the network facilitates safe

Maintenance of Urban Roads

I 4

101

Why do we need SAMP To – • Preserve the road in its originally constructed condition.

• Protect adjacent resources and user safety.

• Provide efficient, convenient travel along the route.

• Prevent the accidents caused due to faulty and damaged roads.

• Increase the life of the road.

I 24/03/25

Maintenance of Urban Roads

I 5

Why do we need SAMP To – • Preserve the road in its originally constructed condition.

• Protect dependent infrastructure and users.

• Provide efficient and convenient travel along the route.

• Prevent accidents caused due to faulty and damaged roads.

• Increase the life of the road.

I 24/03/25

102 Annexures

Maintenance of Urban Roads

I 6

Complete Streets for Rajkot

Why do we need SAMP Additionally – • Keep the safety of road users and to decrease the inappropriate movement of traffic.

• Maintenance of various components of roads such as pavement, drains, shoulders, side edges etc. provides better service to the user of the road.

• It reduces the petrol consumption of vehicles and it prevents the wear and tear of vehicles tyres.

I 24/03/25

Maintenance of Urban Roads

I 7

Methodology for creating a SAMP

Asset category Prepare Asset inventory

Track history of asset I 24/03/25

Methodology

Create Job index for each asset category Photographic record and detailed drawings Locating the asset for inter agency coordination Asses storm water facilities before and after rains Track the any repairs done to the asset

I 24/03/25

Maintenance schedule

Travel lanes

Routine Maintenance

Storm water drains

Day to Day / Weekly / Monthly maintenance

Footpaths and cycle tracks Road signs & markings Street furniture & Bus shelters Street lighting

Maintenance of Urban Roads

I 8

Periodic Maintenance Bi-annual / Annual maintenance

Landscape features Utilities

Emergency Maintenance

Bridges, culverts

As and when required

Maintenance of Urban Roads

I 9

103

Classification of the Street Asset Maintenance Operation 3

Emergency Maintenance

Comprise works to restore roads and road-related facilities to their normal operating conditions after they are damaged by road accidents or natural causes.

It is impossible to foresee the frequency, but such maintenance requires immediate action.

2

Periodic Maintenance

Substantial repair works carried out at an appropriate time interval (every 3year, 5-year, 8-year, 10-year etc.), based on the age, investment, and initial design of roads is known as periodic maintenance.

Involves the following Reconstruction, improvement, or rehabilitation works on any road sections.

Periodic repairs are carried out by contractors which are invited at specific intervals.

1

Routine Maintenance

Day-to-day repairs which are done properly to the road pavements are known as routine repairs.

Goal Prevent or delay pavement distresses.

Routine maintenance includes regular street sweeping and crack sealing.

Elements to check Pavement potholes, cracks, ruts/settlements, deformations, local aggregate loss, edge break, scratches etc.

Drainage Other structures and facilities Markings, guardrails/handrails, signboards etc.

Maintenance of Urban Roads I 10

I 24/03/25

WORK REQUIRED FOR EACH OF THE

Asset Categories Travel Lanes The travel lane comes under the part of day-to-day repairs.

Due to heavy traffic, variation in climatic condition, variety of traffic and improper quality, the potholes are developed on the surface of the road and has to be treated on regular basis.

Maintenance of Urban Roads I 11

I 24/03/25

1

Bituminous Road

104 Annexures

I 24/03/25

2

Cement Concrete Road

3

Paver Block Road

Maintenance of Urban Roads I 12

Complete Streets for Rajkot

Travel Lanes | Bituminous Road Characteristics of a Well-Maintained Bituminous road • • • •

1

The roadway cross slope provides effective drainage.

There are no unsealed cracks, alligator cracks, potholes, washboards, or ruts.

Little to no ponding follows rain.

Surface water does not move to the subgrade.

Bituminous Road

Common Issues

Maintenance Framework

1

Cracks Patching pot holes

Daily Maintenance Daily sweeping and cleaning

Patching ruts

2

Patching corrugations

Monthly / Seasonal Maintenance

Filling of cracks, patching pot holes, patching ruts

Base Repairs

3

Surface Treatment to prevent the road from turning grey

Annual Maintenance Base repairs and re-surfacing

Resurfacing

Maintenance of Urban Roads I 13

I 24/03/25

Travel Lanes | Cement Concrete Road On the concrete roads, the cracks developed on the surface of road are wide, then water and grits are flowed and penetrated into the road sub-grade.

Therefore, such cracks should be well treated immediately.

2

Cement Concrete Road

Common Issues

Repairs of Blown-Ups

Maintenance Framework

1

Repairs of Cracks Repairs of Joints

Daily Maintenance Daily sweeping and cleaning

2

Monthly / Seasonal Maintenance

Patch Repairs Filling of cracks, patching pot holes, patching ruts

Settlement due to mud pumping Surface defects

3

Annual Maintenance Base repairs and re-surfacing

I 24/03/25

Maintenance of Urban Roads I 14

105

Travel Lanes | Paver Block Road For Routine Cleaning of paver blocks Use a stiff bristle broom and garden hose to scrub and clean the pavers.

In areas where you have very dirty pavers (like high traffic zones) you may add in some detergent to the water mix to dislodge dirt from the surface of the pavers. Scrub with push broom and rinse with garden hose.

3

Paver Block Road

Common Issues

Preventing Weeds and Ants

Maintenance Framework

1

Efflorescence Colour and Wear of the paver

Daily Maintenance Daily sweeping and cleaning

2

Monthly / Seasonal Maintenance

Settlement and Utility repairs Removing Oil Stains

Spot repairs and hosing to remove stains

3

Annual Maintenance As and when required

Maintenance of Urban Roads I 15

I 24/03/25

Street Cleaning 1

Street Sweeping

Two types

Frequency

Manual

Main Roads – CBD

Mechanical

Daily Cleaning – manual or with machines as per requirement

Includes the following Sweeping along paved roads

Roads with no establishments

Removal of debris

Once a week

Removal of posters Clearance of sand build-up

I 24/03/25

106 Annexures

Suburban main streets Twice a week

Maintenance of Urban Roads I 16

Complete Streets for Rajkot

Street Cleaning 2

Dustbin Clearance

Dustbin Placement Bus Stops, Along City Streets, Pedestrian Plaza Areas Frequency of Clearing Dustbin In areas of high footfall Thrice a Day Early Morning / Noon / Night In areas of low footfall Twice a Day

Maintenance Framework Daily Maintenance Daily Clearance of dustbins as specified Monthly / Seasonal Maintenance Checking for any repairs or maintenance for the dustbins required Annual Maintenance Replacement or additional dustbins required

Street Cleaning 3

Maintenance of Urban Roads I 17

I 24/03/25

Spills and Accidents

Maintenance Framework

Intent Protect the natural environment from contamination from spills resulting from accidents Steps to clean in case of spills Identify the nature of the spill Spills to be contained, cleaned and disposed Limit migration of contaminants beyond the ROW

Daily Maintenance Daily Clearance of dustbins as specified Monthly / Seasonal Maintenance Checking for any repairs or maintenance for the dustbins required Annual Maintenance Replacement or additional dustbins required

In case of contamination of sewer, Inform the respective department

I 24/03/25

Maintenance of Urban Roads I 18

107

Stormwater Drains Inspection of storm water drains should be carried out in a proper manner.

The first step is to identify visually the defects and condition of drains that may affect the waterway.

Maintenance Framework

Solid waste management is essential to prevent any blockages to the flow of water.

1

Storm water Drains

Common Issues

Daily Maintenance

• Sweeping and clearing kerb inlets of debris and solid waste

Ponding

2

Silting

• Desilting of the drains pre and post-monsoon

Uneven drain bed

Monthly / Seasonal Maintenance

• Checking slopes and damages to structure • Cleaning kerb channel

Steep invert slope 3 Solid waste dumping

Annual Maintenance

• Maintaining proper slopes • Repairing of lining immediately at the commencement of damage Maintenance of Urban Roads I 19

I 24/03/25

Footpath and Cycle Track Spot repairs – e.g. patching, potholes, sinking or broken pavers • • •

Spot repairs based on inspections Replace any broken paver Identification and fix the underlying issue rather than depending on surface treatment

Maintenance of the paving material based on the material selected

1

Granite Paver

2

Sandstone Paver

3

Concrete Paver

Maintenance is the same as that of concrete paver road

I 24/03/25

108 Annexures

Maintenance of Urban Roads I 20

Complete Streets for Rajkot

Footpath and Cycle Track | Stone Pavers 1, 2

Granite and Sandstone Paver

Common Maintenance Guideline

Regular Sweeping required Pressure spray to clean surface Maintenance Framework Common Issues Moulds – Brush area rigorously

1

Dirt – Power hose required

• Daily sweeping and cleaning of surface

Rust – Remove source of rust

Daily Maintenance

Monthly / Seasonal Maintenance

2

Oil – Remove with absorbent material Weeds – To be removed frequently

• Spot repairs – patching, sinking or broken pavers • Hosing - in case of any spills or stains 3

Annual Maintenance

• Renewal work if required Maintenance of Urban Roads I 21

I 24/03/25

Road Sign and Paint Markings 1

2

Signs

Paint Markings

Key Issues

Key Issue

Easily damaged on impact

To be reapplied periodically

Theft

Frequency of repainting

Things to Check

Ordinary paint marking

Maintaining sign supports Checking bolts for tightness

Once every 6 months Ordinary grade reflector paint

Maintenance Framework 1

Daily Maintenance Washing of signs weekly

Washing the sign in case of dirt / graffiti

Once every year Thermoplastic paint

2

Fading signs to be replaced

Once in 2-3 years

• Repairing and checking of signs

Things to Check Remove remnants of old markings Scrub reflector units after rains Cut grass around delineators I 24/03/25

Monthly / Seasonal Maintenance

• Scrubbing of reflector units • Reapplying of road marking where required 3

Annual Maintenance

• Replacement of road signs in case of defect • Reapplying of road marking where required

Maintenance of Urban Roads I 22

109

Street Furniture and Bus Shelters 1

2

Street Furniture

Bus Shelter

Maintenance Framework 1

Daily Maintenance

Things to Check

Things to Check Clean furniture as part of routine maintenance

Regular cleaning of seaters Repair or replacement of damaged infrastructure

Repaired as per manufacturer

Daily seeping and cleaning of surface 2

Remove or repair broken items Hosing/cleaning with detergents for various

Secure sites for safety

Keep updated inventory of furniture

Monthly / Seasonal Maintenance

surfaces 3

Respond to issue based on response time

Annual Maintenance Painting on metal surfaces Replacing worn out elements Maintenance of Urban Roads I 23

I 24/03/25

Street Lighting • Mobility provides a vital link in the chain of human activity and illuminated roads are an essential requisite for increased mobility.

• Immediate replacement of defective or non-functioning lamps. The IS-1944 recommends that lamps should not be left extinguished for more than one night.

Street Lighting

Maintenance Framework 1

Daily Maintenance

• Visual survey to ensure optimal functioning of lights and note any obstructions 2

Monthly / Seasonal Maintenance

• Cleaning of lamps, luminaries and support systems especially after rains/dusty to ensure no dullness • Inspection of mains, supply lines, earthings and stability of the support structures 3

Annual Maintenance

• Annual inspection to assess the need to upgrade or modify lighting installation systems I 24/03/25

110 Annexures

Maintenance of Urban Roads I 24

Complete Streets for Rajkot

Landscape features Routine maintenance is necessary to avoid obstruction of vision to the vehicles and pedestrians passing by.

Ensure foliage does not obstruct sight lines or lighting, and to be kept clear of debris and rubbish.

Plants and shrubs should be periodically given a wash to remove the dust.

1

Shrubs, Trees, Grass

2

3

Swales

4

Raingardens

Tree Pits

Landscape features | Shrubs, Trees, Grass I 24/03/25 1.1

Shrubs

1.2

Trees

1.3

Maintenance of Urban Roads I 25

Grass

Maintenance Framework 1

Daily Maintenance

Watering , Grass cutting, Removal of leaves and debris

To be trimmed regularly to ensure no obstruction

Avenue trees to be inspected periodically

Regular mowing to maintain one height

Low maintenance shrubs to be used in areas like medians

Inspection to mark dead tree/branch for removal

Regular cutting to be done for denser turf

Pruning of plants to precede dormant period

Immediate inspection to be done after storms, showers

Cut median grass to 75 cm

Watering Schedule to be followed, indicating source of water and method

Diseases can be managed with frequent inspection and treatment

2

Monthly / Seasonal Maintenance

Remove weeds, replant gaps, regular pruning Apply manure Hosing / removal of dust after dust storms

3

Annual Maintenance Aerate soil and add soil where required

Periodically wash plants and shrubs to get rid of dust accumulation

I 24/03/25

Maintenance of Urban Roads I 26

111

Landscape features | Swales, Raingardens, Tree Pits 1

Swales

2

3

Raingardens

Tree Pits

After Heavy Rainfall Check for scouring, channelling and erosion

Remove rubbish, leaves and debris

Remove weeds and debris

Top up soil and mulch as necessary

Remove rubbish, leaves and debris

Seasonal / Monthly/ Quarterly Check if plants are healthy and dense Replant gaps and water new plants

Ensure mulch is below hard surface level Remove weeds, do not use fertiliser

Check health of plant Check stakes and ties and replace and repair if necessary

Annual / Bi-Annual Check if soil is not compacted

Test drainage of ponding area

Check pit is structurally sound

Aerate soil

Use inspection well to check underdrain

Check pit drainage by filling with water and monitoring over 24 hours

Maintenance of Urban Roads I 27

I 24/03/25

Utilities Necessary access to utilities should be given to minimize maintenance.

Provide enough soil volume to sustain planting and tree growth and avoid conflicts between tree roots and underground utilities.

Utilities

Coordination for Maintenance

I 24/03/25

112 Annexures

Emergency Trenching

Concerned division of maintenance agency to be intimated location

Informing Traffic Police

At least 72 hours before taking up trenching work at site in order to enable police to divert and regulate traffic

Solid waste dumping

Prior information regarding trenching to be sent to all departments to safeguard their utilities

Maintenance of Urban Roads I 28

Complete Streets for Rajkot

Bridges, Culverts, Structures • Bridges, culverts, ROBs and RUBs should be checked periodically for their soundness and riding surface.

• Spouts should be kept out clean.

1

2

Bridges

3

Culverts

Ditches and Drains

Daily Maintenance Cleaning and clearing

Cleaning and clearing

Cleaning and clearing

Cracking repair, erosion repair

Reshape/regrade/deepen drain

Monthly / Seasonal Maintenance Provide New Mitre (Turnout) Drain

Repair of Invert, Construct Culvert at Correct Level and Fall

Erosion Control

Construct Outfall Basin Annual / Bi-Annual All structures shall be inspected by a competent qualified engineer once a year.

Maintenance of Urban Roads I 29

I 24/03/25

Road Patrol Routine patrol vans/ mobile repair units with all the basic elements and materials required for spot fixing shall be deployed to continuously monitor and undertake spot fixes.

Road Patrol Vehicle

Issues to look for

Frequency of Road Patrol

Potholes and cracks

1

Footpath and cycle lane defects

2

3-4 times per week

Solid waste dumping and debris

3

Most Major Collectors

4

Most Minor Collectors

Once per week

Once per 2 weeks

Illegible signage Damaged guide rails and barriers

I 24/03/25

Damaged traffic signals and streetlights

Most Arterial Roads 2-3 times per week

Washouts and flooding Damaged street furniture

Highest Priority Roads

5

Residential Roads and Lanes Once per month

Maintenance of Urban Roads I 30

113

Annexure 4: CONTRACTOR SELECTION & BID DOCUMENT PREPERATION

Contractor Selection & Standard Bid Document Recommended Features of the SBD ● Annual turn over (in one of the past 5 years) - equal to estimated cost of work SEPT 2024

(excluding maintenance) – Preferred is 2 to 3 times the estimated cost ofComplete work.Streets Implementing

I 3

● Contractor must have similar experience ○

At least one - not less than 80% of estimated project cost (or)

○

At least two - not less than 50% of estimated project cost (or)

○

At least three - not less than 40% of estimated project cost

● Bidders to submit detailed work and deployment plan. ● SBD must include Operation, Maintenance and Defect Liability Period of 5 Years. ● Line of credit of 10% of contract value ● Bidder should be able to invest min. cash of 25% of contract value ● Only ‘Class A’ contractors to be allowed.

SEPT 2024

114 Annexures

Implementing Complete Streets

I 4

Complete Streets for Rajkot

Recommended Features of the SBD Performance Security ● The Performance Security should be 10% (ten percent) of the total value of contract ● 5 % as Demand Draft / Fixed Deposit in favour of Municipal Commissioner, Nagar

Nigam. ● To be returned within 60 days of completion of work ● 5 % deducted from each bill. ● To be returned after completion of the Defect Liability Period (DLP) and

Warranty and Maintenance Period (i.e 5 Years) ● Extra performance security ● Upto 10 % below rate on BOQ @ 0.50% per 1% rate. ● In case of bidder quote rates more than 10% below BOQ - extra performance

security @ 1% per percentage rate below BOQ

SEPT 2024

Implementing Complete Streets

I 5

Recommended Features of the SBD Definition of Similar Works ● Similar work is defined as, experience in substantial completion of ● Construction of roads in urban areas that includes carriageway, footpaths,

streetlights and underground utilities as below: ● Carriageway works should include asphalt/ cement concrete surface

with necessary base layers. ● Footpath works include road works involving paver blocks/kerb stone

or concrete pathways with roadside landscapes and likewise. ● Underground utilities work, which includes gas, power, sewer, water

supply, storm water and telecom works.

For Power line, the Contractor should have similar experience of shifting of power lines from overhead to underground with a minimum capacity of 11KV.

SEPT 2024

Implementing Complete Streets

I 6

115

Plant / Machinery / Personnel ● Plant and Machinery should be minimum and only as per the scope of work. ● Contractor’s personnel requirements for Civil & Electrification Works ● Project Manager, Site Engineer, Architect / Urban Designer, Quantity

Surveyor, Soil & Material Engineer, Electrical Engineer and Lab Technician. ● Contractor’s personnel requirements for Routine Maintenance – ● Site in charge, Assistant Site in Charge ● Experience and Number for the above will vary from project to project.

SEPT 2024

Contractor Evaluation Technical Evaluation Chart – Sample from CM GRID, Uttar Pradesh.

•

For the work(s) being submitted for consideration as ‘similar work experience’ the Bidder must obtain 80 marks out of 100 for the qualification

•

Implementing Complete Streets

Sl. No

Description

Marks

1

Carriageway works should include asphalt/ cement concrete surface with necessary base layers with minimum length equal to total length as mentioned in IFB column 5.

30

2

Footpath works include road works involving paver blocks/ kerbstone or concrete pathways and likewise with minimum length equal to total length as mentioned in IFB column 5.

10

3

Street lightning works with minimum length equal to total length as mentioned in IFB column 5.

10

4

Roadside landscapes works with minimum length equal to total length as mentioned in IFB column 5.

5

5

Underground utilities works, which includes gas, power, sewer, water supply, storm water and telecom works with minimum length equal to total length as mentioned in IFB column 5.

A) Power Line (LT/HT)

15

Financial proposal will be opened only for

B) Storm water

10

those, who qualify.

C) Sewer

05

D) Water Supply

05

E) Telecom (OFC)

05

F) Gas

05 TOTAL

SEPT 2024

116 Annexures

I 7

100

Implementing Complete Streets

I 8

Complete Streets for Rajkot

Scope of work GPR Survey and Reporting

Ground Penetrating Radar (GPR) survey, traffic diversion plan, utility shifting, and stormwater drain levels.

Dismantling Existing Infrastructure

Removal of existing structures such as dividers, footpaths, traffic islands, and utility poles.

Tree Removal and Replantation

Removal of trees, if necessary, with twice the number of trees replanted.

Road and Footpath Construction

Relaying flexible/rigid pavement, constructing footpaths, intersections, and pedestrian crossings.

Landscaping and Street Furniture

Provision of landscaping, street furniture, signage, and lighting

Utility Shifting and Installation

Laying of underground LT/HT cables, utility shifting, and installation of transformers and poles

Safety and Traffic Management

Preparing and implementing a traffic management plan, ensuring safety during construction

Finalization and Approval

Submission and approval of designs and drawings, including any necessary modifications.

SEPT 2024

Implementing Complete Streets

I 9

Scope of work

Pre Construction Phase

SEPT 2024

Construction Phase

Post Construction Phase

Implementing Complete Streets I 10

117

Pre Construction Phase

Stakeholder Engagement

A kick-off meeting with all relevant stakeholders (e.g., Traffic Police, PWD, Electricity Department) will be arranged.

Site Preparation

The contractor will check the topographical survey, mark proposed designs on the ground, and assess the location of underground utilities.

Approval Processes

All necessary approvals, including traffic management plans and safety/quality control plans, will be obtained before construction begins.

SEPT 2024

Construction Phase

Execution

The contractor will follow the Good for Construction (GFC) drawings to start the work, adhering to labor regulations and safety standards.

Utility Relocation

Relocation of utilities will be coordinated with relevant agencies, with costs covered by ULB.

Roadworks and Landscaping

The scope includes excavation, pavement removal, construction of stormwater systems, and installation of road furniture and markings.

Power Line Work

Detailed engineering for power lines, including supply, installation, testing, and commissioning of electrical components

SEPT 2024

118 Annexures

Implementing Complete Streets I 11

Implementing Complete Streets I 12

Complete Streets for Rajkot

Post Construction Phase

Site Clearing and Handover

The contractor will clear the site and submit "As Built Drawings"

Defects Liability Period

Any defects found in the completed works during this period will be rectified by the contractor.

Routine Maintenance

Periodic maintenance will be conducted as per the Standard Operating Procedures (SOP) and Maintenance Manual

Implementing Complete Streets I 13

SEPT 2024

Good to Haves ● Contractor selection could be shifted to QCBS model to ensure quality ● 80% Technical - 20% Financial ● Minimum of 75% must be scored in technical bid ● Empanelment of technically qualified contractors specially for ‘complete

streets’. ● Technical Qualification will be based on prior experience in similar works. ● Only contractors scoring 75% and above can be empanelled. ● 3rd Party PMC for each ULB ● Technically qualified empanelled consultants for DPR, Tender Drawings, GFC

and site monitoring.

SEPT 2024

Implementing Complete Streets I 14

119

Closing Notes ●

Itisimportanttoensurethatthebiddocumentislegibleandwellform atted ●

Toensureclarityandallowforproperreviewofthedocumentprior tobidding

●

Ensure that legible drawing should be uploaded with bidding document

●

Ensure that all the technical specification should be as per MoRTH 2019, IRC 58, IRC 37, and other relevant IS / IRC codes

Implementing Complete Streets I 15

SEPT 2024

Closing Notes ●

It is important to ensure that the bid document is legible and well formatted ●

To ensure clarity and allow for proper review of the document prior to bidding

●

Ensure that legible drawing should be uploaded with bidding document

●

Ensure that all the technical specification should be as per MoRTH 2019, IRC 58, IRC 37, and other relevant IS / IRC codes

SEPT 2024

120 Annexures

Implementing Complete Streets I 16

Complete Streets for Rajkot

Bill of Quantities

BOQ Summary The BOQ should be split into the following heads : SEPT 2024

•

Cost of Upgradation of Road

•

Cost of Footpaths

•

Cost of Utility Ducts

•

Cost of Storm Water Drainage

•

Cost of Landscape / Horticulture Works

•

Cost of Street lighting

•

Cost of all other Minor Works

•

Cost of all other Major Works

SEPT 2024

Implementing Complete Streets I 17

Implementing Complete Streets I 18

BOQ Summary Additional components of the summary sheet : •

Basic road details should be mentioned on the summary sheet

•

Highlights of each subdivision should also be mentioned – to help compare and review costs across multiple road projects.

•

Additional cost considerations such as GST, Labour Cess, Contingency, etc. – these will vary from state to state and between executing agencies.

SEPT 2024

Implementing Complete Streets I 19

121

BOQ Summary Additional components of the summary sheet : •

Basic road details should be mentioned on the summary sheet

•

Highlights of each subdivision should also be mentioned – to help compare and review costs across multiple road projects.

•

Additional cost considerations such as GST, Labour Cess, Contingency, etc. – these will vary from state to state and between executing agencies.

SEPT 2024

Implementing Complete Streets I 20

BOQ Summary Additional components of the summary sheet : •

Basic road details should be mentioned on the summary sheet

•

Highlights of each subdivision should also be mentioned – to help compare and review costs across multiple road projects.

•

Additional cost considerations such as GST, Labour Cess, Contingency, etc. – these will vary from state to state and between executing agencies.

SEPT 2024

122 Annexures

Implementing Complete Streets I 21

Complete Streets for Rajkot

Key Specifications •

It is important to consider all layers required for the relaying of a road.

•

Even where the carriageway is not being relayed, some amount of sub layers may be required for areas where patch-work or road cutting is to be done.

•

The composition/specifications of the sublayers must be aligned with the details mentioned in the Executive Summary

Implementing Complete Streets I 22

SEPT 2024

Utility Specifications

Recommended specifications for utilities as per Tender SURE is as follows : •

Water Supply : CI Pipe

•

Power Lines : HDPE Pipe

•

Sewer Line : NP3 / Ductile Iron (DI) / Double Wall Corrugated (DWC)

SEPT 2024

•

Storm Water : NP3 pipe

•

Telecom : 7-way / 4-way multiduct

•

Streetlight : 63mm HDPE Pipe

Implementing Complete Streets I 23

123

Utility Specifications

Recommended specifications for utilities as per Tender SURE is as follows : •

Water Supply : CI Pipe

•

Power Lines : HDPE Pipe

•

Sewer Line : NP3 / Ductile Iron (DI) / Double Wall Corrugated (DWC)

•

Storm Water : NP3 pipe

•

Telecom : 7-way / 4-way multiduct

•

Streetlight : 63mm HDPE Pipe

Implementing Complete Streets I 24

SEPT 2024

Utility Specifications

Recommended specifications for utilities as per Tender SURE is as follows : •

Water Supply : CI Pipe

•

Power Lines : HDPE Pipe

•

Sewer Line : NP3 / Ductile Iron (DI) / Double Wall Corrugated (DWC)

Commonly used diameters : 150 mm

SEPT 2024

124 Annexures

•

Storm Water : NP3 pipe

•

Telecom : 7-way / 4-way multiduct

•

Streetlight : 63mm HDPE Pipe

Implementing Complete Streets I 25

Complete Streets for Rajkot

Utility Specifications

Recommended specifications for utilities as per Tender SURE is as follows : •

Water Supply : CI Pipe

•

Power Lines : HDPE Pipe

•

Sewer Line : NP3 / Ductile Iron (DI) / Double Wall Corrugated (DWC)

Commonly used diameters : 200 mm Usually 2 or more on each side

•

Storm Water : NP3 pipe

•

Telecom : 7-way / 4-way multiduct

•

Streetlight : 63mm HDPE Pipe

Implementing Complete Streets I 26

SEPT 2024

Utility Specifications

Recommended specifications for utilities as per Tender SURE is as follows : •

Water Supply : CI Pipe

•

Power Lines : HDPE Pipe

•

Sewer Line : NP3 / Ductile Iron (DI) / Double Wall Corrugated (DWC)

Concrete NP3

Ductile Iron (DI)

Double Wall Corrugated (DWC)

Commonly used diameters : 250 - 300 mm

SEPT 2024

•

Storm Water : NP3 pipe

•

Telecom : 7-way / 4-way multiduct

•

Streetlight : 63mm HDPE Pipe

Implementing Complete Streets I 27

125

Utility Specifications

Recommended specifications for utilities as per Tender SURE is as follows : •

Water Supply : CI Pipe

•

Power Lines : HDPE Pipe

•

Sewer Line : NP3 / Ductile Iron (DI) / Double Wall Corrugated (DWC)

Commonly used diameters : 450 - 900 mm

•

Storm Water : NP3 pipe

•

Telecom : 7-way / 4-way multiduct

•

Streetlight : 63mm HDPE Pipe

Implementing Complete Streets I 28

SEPT 2024

Utility Specifications

Recommended specifications for utilities as per Tender SURE is as follows : •

Water Supply : CI Pipe

•

Power Lines : HDPE Pipe

•

Sewer Line : NP3 / Ductile Iron (DI) / Double Wall Corrugated (DWC)

SEPT 2024

126 Annexures

•

Storm Water : NP3 pipe

•

Telecom : 7-way / 4-way multiduct

•

Streetlight : 63mm HDPE Pipe

Implementing Complete Streets I 29

Complete Streets for Rajkot

Utility Specifications

Recommended specifications for utilities as per Tender SURE is as follows : •

Water Supply : CI Pipe

•

Power Lines : HDPE Pipe

•

Sewer Line : NP3 / Ductile Iron (DI) / Double Wall Corrugated (DWC)

•

Storm Water : NP3 pipe

•

Telecom : 7-way / 4-way multiduct

•

Streetlight : 63mm HDPE Pipe

Implementing Complete Streets I 30

SEPT 2024

Items Commonly Missed in BOQ

SEPT 2024

•

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 31

127

Items Commonly Missed in BOQ •

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 32

SEPT 2024

Items Commonly Missed in BOQ

SEPT 2024

128 Annexures

•

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 33

Complete Streets for Rajkot

Items Commonly Missed in BOQ

- also known as Saucer Drain -

•

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 34

SEPT 2024

Items Commonly Missed in BOQ

SEPT 2024

•

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 35

129

Items Commonly Missed in BOQ •

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 36

SEPT 2024

Items Commonly Missed in BOQ

SEPT 2024

130 Annexures

•

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm concrete)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 37

Complete Streets for Rajkot

Items Commonly Missed in BOQ •

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm concrete)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 38

SEPT 2024

Items Commonly Missed in BOQ

Most Schedule of Rate Specifications for concrete works do not include shuttering of the concrete. This item will need to be taken separately in such cases .

SEPT 2024

•

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm concrete)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 39

131

Items Commonly Missed in BOQ •

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm concrete)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 40

SEPT 2024

Items Commonly Missed in BOQ

SEPT 2024

132 Annexures

•

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm concrete)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 41

Complete Streets for Rajkot

Items Commonly Missed in BOQ •

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm concrete)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 42

SEPT 2024

Items Commonly Missed in BOQ

SEPT 2024

•

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm concrete)

•

Landscape

•

Shuttering

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Implementing Complete Streets I 43

133

Items Commonly Missed in BOQ •

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm concrete)

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Items Commonly Missed in BOQ •

Landscape

•

Shuttering

•

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm concrete)

Implementing Complete Streets I 44

SEPT 2024

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

FRP Manhole Covers

Items Commonly Missed in BOQ • Shuttering •

Landscape

•

Scarifying

•

Dismantling

•

(Rubber Moulded) Kerb Stones

•

Drain Kerbs

•

Catchpits and Grating for Storm Water

•

Tactile Pavers

•

High Strength Pavers for Parking (80mm concrete)

•

Landscape

•

Shuttering

Implementing Complete Streets I 45

SEPT 2024

Tray Type

FRP Type

Iron Type

SEPT 2024

134 Annexures

•

Dustbins / Seating / other design elements as required

•

Lighting

•

Streetlight cables (63mm HDPE Pipe)

•

Signage

•

Barricading

•

Bollards

•

Manhole Covers

Implementing Complete Streets I 46

Complete Streets for Rajkot

135